 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD110 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 110 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold-down location is at 0.35*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 4.83 feet and 12 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6.5 ksi and 7.5 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_a399.tmp\BTD110-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   3463147.25
 
SPAN DATA
---------
Precast length    , ft =    111.333
Bearing-to-bearing, ft =    110.000
Release span      , ft =    111.333
 
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      =      7.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5249.690        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.500 
Eci ,ksi      =   5007.550
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  110.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  110.00   Addtional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  110.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  110.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   55.000
   1    2        0.500   55.000
   1    3        0.500   55.000
   1    4        0.500   55.000
   1    5        0.250   55.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  110.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  110.00   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    0.046     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: EXCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              6.50 ksi 
  Elasticity          5007.5 ksi 
  Max comp              4.23 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.61 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.50 ksi    4.00 ksi 
  Elasticity 5249.69 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.38 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.52 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    6.50        7.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.50        7.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 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    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  30.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1670  81.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1663  93.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  93.6663  99.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6663 105.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.6663 108.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.6663 109.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 109.0833 109.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 109.8333 111.2083 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 111.3330       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:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 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    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  30.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1670  81.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1663  93.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  93.6663  99.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6663 105.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.6663 108.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.6663 109.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 109.0833 109.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 109.8333 111.2083 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 111.3330       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:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 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    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  30.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1670  81.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1663  93.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  93.6663  99.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6663 105.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.6663 108.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.6663 109.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 109.0833 109.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 109.8333 111.2083 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 111.3330       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:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 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    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  30.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1670  81.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1663  93.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  93.6663  99.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6663 105.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.6663 108.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.6663 109.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 109.0833 109.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 109.8333 111.2083 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 111.3330       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:
 36 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 11.00 in):
 
  12 @  2.000 in 12 @  4.000 in 6 @  6.000 in 2 @ 46.000 in 
  2 @ 48.000 in  2 @ 50.000 in                              
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 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    2.75   0.1250   1.5000 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.5000   2.2500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.2500   2.6670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   2.6670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  17.6670  30.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  30.1670  81.1663 Yes       
       2 US#5[M16]  60.0  0.62   15.00  81.1663  93.6663 Yes       
       2 US#5[M16]  60.0  0.62   12.00  93.6663  99.6663 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6663 105.6663 Yes       
       2 US#6[M19]  60.0  0.88    6.00 105.6663 108.6663 Yes       
       2 US#6[M19]  60.0  0.88    5.00 108.6663 109.0833 Yes       
       2 US#6[M19]  60.0  0.88    3.00 109.0833 109.8333 Yes       
       2 US#6[M19]  60.0  0.88    2.75 109.8333 111.2083 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 111.3330       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  110.00
     DC  Line       0.052      0.00       0.052  110.00
     DC  Line       0.076      0.00       0.076  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.333 ft
Release length = 111.333 ft
Design  length = 110.000 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)  : 0.710   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.923   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.017   (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           1376.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           675737 in4#
Ht. of c.g.           =        24.64 in             39.98 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 = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    756.9    785.4    785.4    785.4    785.4    785.4    785.4    785.4
  Yb      ,  in    24.49    23.98    23.97    23.91    23.81    23.71    23.66    23.66
  MI(Ixx) , in4   287387   292910   292958   294511   296968   299732   301229   301229
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1384.4   1411.3   1411.3   1411.3   1411.3   1411.3   1411.3   1411.3
  Yb      ,  in    39.82    39.26    39.26    39.22    39.17    39.12    39.09    39.09
  MI(Ixx) , in4   682216   705206   705304   708338   712882   717722   720253   720253

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 11.00 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     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     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.687 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.608 ft
Holddown Force        =  23.910 kips     Beam Shrtng (PL/AE)   =      0.520 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)       
--------------------------------------------------------------------------------------
      4010.064         740 2967.448     21.442 86840.164  1311.482     704.731        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     30.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1670     81.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1663     93.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      93.6663     99.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6663    105.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.6663    108.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.6663    109.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     109.0833    109.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     109.8333    111.2083    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 111.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 20.97 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.726 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.36 ksi    0.00 ksi
    due to Composite Loads                                 -2.23 ksi    0.00 ksi
    due to Live Loads                                      -6.62 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.63 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.51 ksi  ( 7.91 %)             8.82 ksi ( 4.50 %)
Total Prestress Losses                                    24.34 ksi (12.41 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.7 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    20.5    22.8    85.2   156.2   206.9   237.3   247.4
DC(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.1   112.1   419.2   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.2    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   223.1   247.4   920.4  1672.3  2190.2  2498.5  2583.3
            V     124.9   121.2   120.8   108.3    91.3    74.4    50.7     9.5
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   124.9   121.2   120.8   108.3    92.5    77.4    63.0    49.4
            M      -0.0   220.2   244.0   892.4  1572.8  1994.4  2176.0  2136.5
Total     : M+      0.0   500.7   555.2  2071.6  3782.7  4986.1  5706.3  5929.4
            V     246.4   237.6   236.6   206.8   165.2   123.6    75.4     9.7
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   246.4   237.6   236.6   206.8   166.4   126.7    87.7    49.5
            M      -0.0   497.8   551.8  2043.7  3683.2  4790.3  5383.8  5482.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     237.3   206.9   156.2    85.2    22.8    20.5     0.0
DC(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1167.4  1017.8   768.4   419.2   112.1   101.1     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.2    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2498.5  2190.2  1672.3   920.4   247.4   223.1     0.0
            V      50.7    74.4    91.3   108.3   120.8   121.2   124.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.0    77.4    92.5   108.3   120.8   121.2   124.9
            M    2176.0  1994.4  1572.8   892.4   244.0   220.2     0.0
Total     : M+   5706.3  4986.1  3782.7  2071.6   555.2   500.7     0.0
            V      75.4   123.6   165.2   206.8   236.6   237.6   246.4
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    87.7   126.7   166.4   206.8   236.6   237.6   246.4
            M    5383.8  4790.3  3683.2  2043.7   551.8   497.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.9             42.9
Deck+Haunch            44.3             44.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            9.0              9.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    20.5    22.8    85.2   156.2   206.9   237.3   247.4
DC(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.1   112.1   419.2   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.2    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   178.5   197.9   736.3  1337.8  1752.1  1998.8  2066.7
            V      99.9    96.9    96.6    86.7    73.1    59.5    40.6     7.6
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    99.9    96.9    96.6    86.7    74.0    61.9    50.4    39.5
            M      -0.0   176.1   195.2   713.9  1258.2  1595.5  1740.8  1709.2
Total     : M+      0.0   456.1   505.7  1887.6  3448.3  4548.1  5206.6  5412.7
            V     221.4   213.3   212.4   185.1   146.9   108.8    65.3     7.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   221.4   213.3   212.4   185.1   147.9   111.2    75.1    39.6
            M      -0.0   453.7   503.0  1865.2  3368.6  4391.4  4948.6  5055.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     237.3   206.9   156.2    85.2    22.8    20.5     0.0
DC(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1167.4  1017.8   768.4   419.2   112.1   101.1     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.2    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1998.8  1752.1  1337.8   736.3   197.9   178.5     0.0
            V      40.6    59.5    73.1    86.7    96.6    96.9    99.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.4    61.9    74.0    86.7    96.6    96.9    99.9
            M    1740.8  1595.5  1258.2   713.9   195.2   176.1     0.0
Total     : M+   5206.6  4548.1  3448.3  1887.6   505.7   456.1     0.0
            V      65.3   108.8   146.9   185.1   212.4   213.3   221.4
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    75.1   111.2   147.9   185.1   212.4   213.3   221.4
            M    4948.6  4391.4  3368.6  1865.2   503.0   453.7     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   122.5   135.8   507.9   930.9  1233.0  1414.3  1474.7
(Max)       V      53.6    51.3    51.1    43.4    32.6    21.7    10.9     0.0
Self wt.  : M       0.0    88.2    97.8   365.7   670.2   887.7  1018.3  1061.8
(Min)       V      38.6    37.0    36.8    31.3    23.4    15.6     7.8     0.0
DL-Prec.  : M       0.0    25.7    28.5   106.5   195.2   258.6   296.6   309.3
DC(Max)     V      11.2    10.8    10.7     9.1     6.8     4.6     2.3     0.0
DL-Prec.  : M       0.0    18.5    20.5    76.7   140.5   186.2   213.5   222.7
DC(Min)     V       8.1     7.8     7.7     6.6     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   126.4   140.1   524.0   960.5  1272.2  1459.3  1521.6
Haunch (Max)V      55.3    53.0    52.7    44.8    33.6    22.4    11.2     0.0
Deck +    : M       0.0    91.0   100.9   377.3   691.5   916.0  1050.7  1095.6
Haunch (Min)V      39.8    38.1    38.0    32.3    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.6     3.4     5.1     6.9     8.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.4     3.7     4.9     6.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    46.5    51.5   192.7   353.2   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.4    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    37.1   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    34.1   127.6   233.9   309.8   355.3   370.5
DW(Max)     V      13.5    12.9    12.8    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    14.8    55.3   101.4   134.2   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   390.4   432.9  1610.6  2926.5  3832.8  4372.4  4520.8
            V     218.5   212.1   211.3   189.6   159.8   130.1    88.7    16.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   218.5   212.1   211.3   189.6   161.9   135.5   110.3    86.4
            M      -0.0   385.3   427.0  1561.7  2752.3  3490.1  3808.0  3738.9
Total     : M+      0.0   742.6   823.4  3071.0  5603.5  7379.4  8441.4  8765.1
            V     372.7   359.7   358.3   314.4   253.5   192.7   120.1    16.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   372.7   359.7   358.3   314.4   255.6   198.0   141.6    86.5
            M      -0.0   737.4   817.5  3022.1  5429.4  7036.7  7877.0  7983.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1414.3  1233.0   930.9   507.9   135.8   122.5     0.0
(Max)       V      10.9    21.7    32.6    43.4    51.1    51.3    53.6
Self wt.  : M    1018.3   887.7   670.2   365.7    97.8    88.2     0.0
(Min)       V       7.8    15.6    23.4    31.3    36.8    37.0    38.6
DL-Prec.  : M     296.6   258.6   195.2   106.5    28.5    25.7     0.0
DC(Max)     V       2.3     4.6     6.8     9.1    10.7    10.8    11.2
DL-Prec.  : M     213.5   186.2   140.5    76.7    20.5    18.5     0.0
DC(Min)     V       1.6     3.3     4.9     6.6     7.7     7.8     8.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1459.3  1272.2   960.5   524.0   140.1   126.4     0.0
Haunch (Max)V      11.2    22.4    33.6    44.8    52.7    53.0    55.3
Deck +    : M    1050.7   916.0   691.5   377.3   100.9    91.0     0.0
Haunch (Min)V       8.1    16.1    24.2    32.3    38.0    38.1    39.8
Diaphragm : M       6.9     5.1     3.4     1.6     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.7     2.4     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.7   467.9   353.2   192.7    51.5    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.4    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    37.1    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.0    14.0    14.7
DL-Comp   : M     355.3   309.8   233.9   127.6    34.1    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.8    12.9    13.5
DL-Comp   : M     154.0   134.2   101.4    55.3    14.8    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   4372.4  3832.8  2926.5  1610.6   432.9   390.4     0.0
            V      88.7   130.1   159.8   189.6   211.3   212.1   218.5
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   110.3   135.5   161.9   189.6   211.3   212.1   218.5
            M    3808.0  3490.1  2752.3  1561.7   427.0   385.3     0.0
Total     : M+   8441.4  7379.4  5603.5  3071.0   823.4   742.6     0.0
            V     120.1   192.7   253.5   314.4   358.3   359.7   372.7
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   141.6   198.0   255.6   314.4   358.3   359.7   372.7
            M    7877.0  7036.7  5429.4  3022.1   817.5   737.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               53.6             53.6
Deck+Haunch            55.3             55.3
Diaphragm               0.2              0.2
DL-Prec.(DC)           11.2             11.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     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    20.5    22.8    85.2   156.2   206.9   237.3   247.4
DC(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.1   112.1   419.2   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.2    35.8    26.9    17.9     9.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(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    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     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    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   218.4   242.1   891.0  1588.4  2073.1  2328.1  2325.0
            V     122.9   119.6   119.2   108.2    93.4    71.0    56.2    24.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.9   119.6   119.2   108.2    93.4    78.7    64.0    49.2
            M       0.0   218.4   242.1   891.0  1588.4  2027.6  2208.8  2131.8
Total     : M+      0.0   496.0   549.9  2042.3  3698.8  4869.0  5535.9  5671.0
            V     244.4   236.0   235.1   206.6   167.3   120.3    80.9    24.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   244.4   236.0   235.1   206.6   167.3   128.0    88.7    49.4
            M       0.0   496.0   549.9  2042.3  3698.8  4823.6  5416.6  5477.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     237.3   206.9   156.2    85.2    22.8    20.5     0.0
DC(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1167.4  1017.8   768.4   419.2   112.1   101.1     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.2    42.4    44.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
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     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   2328.1  2073.1  1588.4   891.0   242.1   218.4     0.0
            V      56.2    71.0    93.4   108.2   119.2   119.6   122.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.0    78.7    93.4   108.2   119.2   119.6   122.9
            M    2208.8  2027.6  1588.4   891.0   242.1   218.4     0.0
Total     : M+   5535.9  4869.0  3698.8  2042.3   549.9   496.0     0.0
            V      80.9   120.3   167.3   206.6   235.1   236.0   244.4
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    88.7   128.0   167.3   206.6   235.1   236.0   244.4
            M    5416.6  4823.6  3698.8  2042.3   549.9   496.0     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.023  -0.154  -0.161  -0.349  -0.611  -0.869  -0.995  -0.995
Bottom         0.741   3.200   3.205   3.347   3.542   3.729   3.821   3.821
 
Self wt.
Precast-top   -0.000   0.121   0.134   0.498   0.909   1.196   1.367   1.426
Bottom        -0.000  -0.096  -0.107  -0.396  -0.716  -0.936  -1.066  -1.112
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.028   0.104   0.191   0.251   0.287   0.299
Bottom        -0.000  -0.020  -0.022  -0.083  -0.150  -0.196  -0.224  -0.233
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.003   0.005   0.007   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.124   0.138   0.514   0.937   1.234   1.411   1.471
Bottom        -0.000  -0.099  -0.110  -0.408  -0.739  -0.966  -1.100  -1.147
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.013   0.049   0.089   0.118   0.135   0.140
Precast-top   -0.000   0.009   0.010   0.039   0.071   0.093   0.107   0.111
Bottom        -0.000  -0.025  -0.028  -0.102  -0.186  -0.245  -0.280  -0.292
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.027   0.049   0.065   0.074   0.077
Precast-top   -0.000   0.005   0.006   0.021   0.039   0.051   0.059   0.061
Bottom        -0.000  -0.014  -0.015  -0.057  -0.103  -0.135  -0.154  -0.161
 
LL+I(+)
Topping-top   -0.000   0.071   0.079   0.292   0.528   0.688   0.783   0.810
Precast-top   -0.000   0.056   0.062   0.230   0.417   0.545   0.620   0.642
Bottom        -0.000  -0.149  -0.165  -0.612  -1.103  -1.433  -1.627  -1.683
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.089   0.099   0.368   0.666   0.871   0.992   1.028 
Precast-top   -0.023   0.187   0.217   1.060   1.955   2.507   2.863   3.023 
Bottom         0.741   2.796   2.757   1.688   0.541  -0.186  -0.636  -0.814 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.020   0.076   0.138   0.183   0.209   0.218 
Precast-top   -0.023   0.131   0.155   0.829   1.538   1.962   2.242   2.382 
Bottom         0.741   2.945   2.922   2.299   1.644   1.247   0.991   0.869 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.023  -0.154  -0.161  -0.349  -0.611  -0.869  -0.995  -0.995
Bottom         0.741   3.200   3.205   3.347   3.542   3.729   3.821   3.821
 
Self wt.
Precast-top   -0.000   0.121   0.134   0.498   0.909   1.196   1.367   1.426
Bottom        -0.000  -0.096  -0.107  -0.396  -0.716  -0.936  -1.066  -1.112
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.028   0.104   0.191   0.251   0.287   0.299
Bottom        -0.000  -0.020  -0.022  -0.083  -0.150  -0.196  -0.224  -0.233
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.002   0.003   0.005   0.007   0.008
Bottom        -0.000  -0.000  -0.000  -0.001  -0.003  -0.004  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.124   0.138   0.514   0.937   1.234   1.411   1.471
Bottom        -0.000  -0.099  -0.110  -0.408  -0.739  -0.966  -1.100  -1.147
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.013   0.049   0.089   0.118   0.135   0.140
Precast-top   -0.000   0.009   0.010   0.039   0.071   0.093   0.107   0.111
Bottom        -0.000  -0.025  -0.028  -0.102  -0.186  -0.245  -0.280  -0.292
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.007   0.027   0.049   0.065   0.074   0.077
Precast-top   -0.000   0.005   0.006   0.021   0.039   0.051   0.059   0.061
Bottom        -0.000  -0.014  -0.015  -0.057  -0.103  -0.135  -0.154  -0.161
 
LL+I(+)
Topping-top   -0.000   0.057   0.063   0.233   0.422   0.551   0.627   0.648
Precast-top   -0.000   0.045   0.050   0.184   0.334   0.436   0.496   0.513
Bottom        -0.000  -0.119  -0.132  -0.489  -0.882  -1.146  -1.302  -1.346
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.075   0.083   0.309   0.561   0.733   0.836   0.866 
Precast-top   -0.023   0.175   0.205   1.014   1.872   2.398   2.738   2.895 
Bottom         0.741   2.826   2.790   1.810   0.762   0.101  -0.311  -0.477 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000   0.069   0.077   0.282   0.501   0.652   0.730   0.729
Precast-top   -0.000   0.055   0.061   0.223   0.396   0.516   0.578   0.577
Bottom        -0.000  -0.146  -0.162  -0.592  -1.047  -1.356  -1.516  -1.514
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.079   0.087   0.320   0.571   0.743   0.834   0.838 
Precast-top   -0.012   0.120   0.138   0.638   1.165   1.497   1.699   1.768 
Bottom         0.370   1.327   1.300   0.558  -0.225  -0.732  -1.021  -1.080 
 

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
    372.7    6.5   58.6    0.954   4.7   6.00e-3 50.0    380.9     1.560    3.840      0.00
      0.0    0.9   58.2     42.0 0.144      28.6 0.87    12.00     0.113    1.724 
Transfer:   3.00
    359.7    6.5   58.6    4.295  21.0  -0.04e-3 28.9    221.6     0.432    1.760      0.00
    737.4    4.1   56.6    189.0 0.137     157.1 4.93    12.00     0.113    1.779 
Critical:   5.36
    346.5    6.5   58.6    4.902  21.0  -0.07e-3 28.7    203.0     0.395    1.760      0.00
   1411.3    4.6   56.3    189.0 0.133     161.0 5.08    12.00     0.113    1.838 
0.1L    :  11.13
    314.4    6.5   58.6    6.369  21.0  -0.07e-3 28.8    170.0     0.335    0.827      0.00
   3022.1    6.0   55.7    189.0 0.121     158.4 5.06    24.00     0.113    1.713 
0.2L    :  22.27
    255.6    6.5   55.4    7.812  21.0   0.01e-3 29.0    122.5     0.260    0.496      0.00
   5429.4    6.1   52.4    189.0 0.103     140.5 4.77    24.00     0.113    1.392 
0.3L    :  33.40
    198.0    6.5   57.5    7.812  21.0   1.13e-3 32.9    119.3     0.284    0.413      0.00
   7036.7    6.1   54.5    189.0 0.075      79.7 2.60    24.00     0.113    1.247 
0.4L    :  44.53
    141.6    6.5   58.6    7.812   0.0   1.65e-3 34.8     90.4     0.226    0.413      0.00
   7877.0    6.1   55.5    189.0 0.058      67.0 2.14    24.00     0.113    1.475 
0.5L    :  55.67
     86.5    6.5   58.6    7.812   0.0   1.51e-3 34.3     25.8     0.113    0.413      0.00
   7983.2    6.1   55.5    189.0 0.036      70.4 2.25    24.00     0.113    2.482 
0.6L    :  66.80
    141.6    6.5   58.6    7.812   0.0   1.65e-3 34.8     90.4     0.226    0.413      0.00
   7877.0    6.1   55.5    189.0 0.058      67.0 2.14    24.00     0.113    1.475 
0.7L    :  77.93
    198.0    6.5   57.5    7.812  21.0   1.13e-3 32.9    119.3     0.284    0.413      0.00
   7036.7    6.1   54.5    189.0 0.075      79.7 2.60    24.00     0.113    1.247 
0.8L    :  89.07
    255.6    6.5   55.4    7.812  21.0   0.01e-3 29.0    122.5     0.260    0.496      0.00
   5429.4    6.1   52.4    189.0 0.103     140.5 4.77    24.00     0.113    1.392 
0.9L    : 100.20
    314.4    6.5   58.6    6.369  21.0  -0.07e-3 28.8    170.0     0.335    0.827      0.00
   3022.1    6.0   55.7    189.0 0.121     158.4 5.06    24.00     0.113    1.713 
Critical: 105.97
    346.5    6.5   58.6    4.902  21.0  -0.07e-3 28.7    203.0     0.395    1.760      0.00
   1411.3    4.6   56.3    189.0 0.133     161.0 5.08    12.00     0.113    1.838 
Transfer: 108.33
    359.7    6.5   58.6    4.295  21.0  -0.04e-3 28.9    221.6     0.432    1.760      0.00
    737.4    4.1   56.6    189.0 0.137     157.1 4.93    12.00     0.113    1.779 
Bearing : 110.67
    372.7    6.5   58.6    0.954   4.7   6.00e-3 50.0    380.9     1.560    3.840      0.00
      0.0    0.9   58.2     42.0 0.144      28.6 0.87    12.00     0.113    1.724 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.06
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are EXCLUDED from 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
    252.3      4.82     58.65    0.93       58.19    24.00      0.300      0.856      0.000      3.840 
Transfer:      2.33
    244.4      4.80     58.65    4.09       56.61    24.00      0.300      0.849      0.000      1.760 
Critical:      4.69
    236.5      4.66     58.65    4.65       56.33    24.00      0.300      0.805      0.000      1.760 
0.1L    :     10.47
    217.0      4.33     58.65    5.99       55.65    24.00      0.300      0.694      0.000      0.827 
0.2L    :     21.60
    182.4      3.87     55.44    6.13       52.38    24.00      0.300      0.540      0.000      0.496 
0.3L    :     32.73
    149.2      3.04     57.54    6.14       54.47    24.00      0.300      0.264      0.000      0.413 
0.4L    :     43.87
    117.1      2.34     58.58    6.14       55.51    24.00      0.300      0.032      0.000      0.413 
0.5L    :     55.00
     86.4      1.73     58.58    6.14       55.51    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    117.1      2.34     58.58    6.14       55.51    24.00      0.300      0.032      0.000      0.413 
0.7L    :     77.27
    149.2      3.04     57.54    6.14       54.47    24.00      0.300      0.264      0.000      0.413 
0.8L    :     88.40
    182.4      3.87     55.44    6.13       52.38    24.00      0.300      0.540      0.000      0.496 
0.9L    :     99.53
    217.0      4.33     58.65    5.99       55.65    24.00      0.300      0.694      0.000      0.827 
Critical:    105.31
    236.5      4.66     58.65    4.65       56.33    24.00      0.300      0.805      0.000      1.760 
Transfer:    107.67
    244.4      4.80     58.65    4.09       56.61    24.00      0.300      0.849      0.000      1.760 
Bearing :    110.00
    252.3      4.82     58.65    0.93       58.19    24.00      0.300      0.856      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
Deck + Haunch  :                       -0.513  2.30     -1.180
DL-Prec. (DC)  :                       -0.104  3.00     -0.313
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.078  3.00     -0.235
DL-Comp. (DW)  :                       -0.043  3.00     -0.130
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 21.60 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                       -0.994  2.30     -2.287
DL-Prec. (DC)  :                       -0.202  3.00     -0.606
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.152  3.00     -0.457
DL-Comp. (DW)  :                       -0.084  3.00     -0.252
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 32.73 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                       -1.363  2.30     -3.134
DL-Prec. (DC)  :                       -0.277  3.00     -0.831
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.209  3.00     -0.628
DL-Comp. (DW)  :                       -0.115  3.00     -0.346
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 43.87 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                       -1.595  2.30     -3.668
DL-Prec. (DC)  :                       -0.324  3.00     -0.972
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.245  3.00     -0.736
DL-Comp. (DW)  :                       -0.135  3.00     -0.406
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 55.00 ft
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                       -1.677  2.30     -3.856
DL-Prec. (DC)  :                       -0.341  3.00     -1.022
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.258  3.00     -0.774
DL-Comp. (DW)  :                       -0.142  3.00     -0.427
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 66.13 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                       -1.595  2.30     -3.668
DL-Prec. (DC)  :                       -0.324  3.00     -0.972
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.245  3.00     -0.736
DL-Comp. (DW)  :                       -0.135  3.00     -0.406
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 77.27 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                       -1.363  2.30     -3.134
DL-Prec. (DC)  :                       -0.277  3.00     -0.831
Diaphragm      :                       -0.006  3.00     -0.018
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.209  3.00     -0.628
DL-Comp. (DW)  :                       -0.115  3.00     -0.346
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 88.40 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                       -0.994  2.30     -2.287
DL-Prec. (DC)  :                       -0.202  3.00     -0.606
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.152  3.00     -0.457
DL-Comp. (DW)  :                       -0.084  3.00     -0.252
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 99.53 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
Deck + Haunch  :                       -0.513  2.30     -1.180
DL-Prec. (DC)  :                       -0.104  3.00     -0.313
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.078  3.00     -0.235
DL-Comp. (DW)  :                       -0.043  3.00     -0.130
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
   742.6    51.8  5.154  263.0    4.8   4.09   5621.8  0.035T 1.00       -       -     -     -  
H/2     :   2.59
   823.4    51.9  5.234  262.9    4.9   4.15   5708.6  0.034T 1.00       -       -     -     -  
0.1L    :  10.47
  3071.0    53.3  7.643  260.0    7.1   5.99   8337.4  0.023T 1.00       -       -     -     -  
0.2L    :  21.60
  5603.5    55.4  7.812  260.2    7.2   6.13   8870.6  0.022T 1.00   6735.6  6735.6    1.32    -  
0.3L    :  32.73
  7379.4    57.5  7.812  260.5    7.2   6.14   9237.0  0.022T 1.00   6880.3  6880.3    1.34    -  
0.4L    :  43.87
  8441.4    58.6  7.812  260.7    7.2   6.14   9420.3  0.022T 1.00   6930.6  6930.6    1.36    -  
0.5L    :  55.00
  8765.1    58.6  7.812  260.7    7.2   6.14   9420.3  0.022T 1.00   6881.5  6881.5    1.37    -  
0.6L    :  66.13
  8441.4    58.6  7.812  260.7    7.2   6.14   9420.3  0.022T 1.00   6930.6  6930.6    1.36    -  
0.7L    :  77.27
  7379.4    57.5  7.812  260.5    7.2   6.14   9237.0  0.022T 1.00   6880.3  6880.3    1.34    -  
0.8L    :  88.40
  5603.5    55.4  7.812  260.2    7.2   6.13   8870.6  0.022T 1.00   6735.6  6735.6    1.32    -  
0.9L    :  99.53
  3071.0    53.3  7.643  260.0    7.1   5.99   8337.4  0.023T 1.00   6697.8  4084.4    1.24    -  
H/2     : 107.41
   823.4    51.9  5.234  262.9    4.9   4.15   5708.6  0.034T 1.00       -       -     -     -  
Transfer: 107.67
   742.6    51.8  5.154  263.0    4.8   4.09   5621.8  0.035T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.073
        M   2.00 Fb     0.137
 
  2   2 E  50.00 Ft     0.378
        M   6.00 Fb     0.087
 
  3   2 E  48.00 Ft     0.667
        M   4.00 Fb     0.052
 
  4   2 E  46.00 Ft     0.938
        M   2.00 Fb     0.031
 
  5   2 E   6.00 Ft     0.889
        M   6.00 Fb     0.264
 
  6   2 E   6.00 Ft     0.841
        M   6.00 Fb     0.498
 
  7   2 E   6.00 Ft     0.792
        M   6.00 Fb     0.731
 
  8   2 E   4.00 Ft     0.726
        M   4.00 Fb     0.978
 
  9   2 E   4.00 Ft     0.660
        M   4.00 Fb     1.226
 
 10   2 E   4.00 Ft     0.595
        M   4.00 Fb     1.473
 
 11   2 E   4.00 Ft     0.529
        M   4.00 Fb     1.721
 
 12   2 E   4.00 Ft     0.463
        M   4.00 Fb     1.968
 
 13   2 E   4.00 Ft     0.397
        M   4.00 Fb     2.216
 
 14   2 E   2.00 Ft     0.314
        M   2.00 Fb     2.477
 
 15   2 E   2.00 Ft     0.230
        M   2.00 Fb     2.738
 
 16   2 E   2.00 Ft     0.147
        M   2.00 Fb     3.000
 
 17   2 E   2.00 Ft     0.064
        M   2.00 Fb     3.261
 
 18   2 E   2.00 Ft    -0.020
        M   2.00 Fb     3.522
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.91 %               Final losses: 12.41 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.523     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.020       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9420.29     8765.15     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.028     Midspan    1.800   0.218     Midspan
    Pre.Top:   4.500   3.023     Midspan    3.375   2.382     Midspan
    Pre.Bot:   4.500   2.796    Transfer    3.375   2.945    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.023     Bearing
    Pre.Bot:  -0.520  -0.477     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.768     Midspan
    Pre.Bot:                                                             3.000   1.327    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                       -1.677  2.30     -3.856
DL-Prec. (DC)  :                       -0.341  3.00     -1.022
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.258  3.00     -0.774
DL-Comp. (DW)  :                       -0.142  3.00     -0.427
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  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.333 ft
Release length = 111.333 ft
Design  length = 110.000 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)  : 0.726   (Calculated)    
Live Moment (1  lane  loaded)  : 0.496   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.161   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.929   (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           1461.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           703246 in4#
Ht. of c.g.           =        24.64 in             41.05 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 = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    756.9    785.4    785.4    785.4    785.4    785.4    785.4    785.4
  Yb      ,  in    24.49    23.98    23.97    23.91    23.81    23.71    23.66    23.66
  MI(Ixx) , in4   287387   292910   292958   294511   296968   299732   301229   301229
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1469.4   1496.3   1496.3   1496.3   1496.3   1496.3   1496.3   1496.3
  Yb      ,  in    40.90    40.35    40.35    40.31    40.26    40.21    40.19    40.19
  MI(Ixx) , in4   710212   734933   735034   738180   742881   747880   750491   750491

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 11.00 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     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     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.774 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.718 ft
Holddown Force        =  23.910 kips     Beam Shrtng (PL/AE)   =      0.520 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)       
--------------------------------------------------------------------------------------
      4010.064         740 2967.448     21.442 86840.164  1311.482     704.731        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     30.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1670     81.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1663     93.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      93.6663     99.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6663    105.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.6663    108.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.6663    109.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     109.0833    109.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     109.8333    111.2083    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 111.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 20.97 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.726 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.83 ksi    0.00 ksi
    due to Composite Loads                                 -2.20 ksi    0.00 ksi
    due to Live Loads                                      -5.94 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.63 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.51 ksi  ( 7.91 %)             9.05 ksi ( 4.62 %)
Total Prestress Losses                                    24.57 ksi (12.53 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   202.4   224.4   834.8  1516.9  1986.7  2266.4  2343.3
            V     142.6   138.4   137.9   123.7   104.3    84.9    57.9    10.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   142.6   138.4   137.9   123.7   105.7    88.4    72.0    56.4
            M      -0.0   199.7   221.3   809.5  1426.6  1809.0  1973.8  1938.0
Total     : M+      0.0   488.7   541.9  2022.6  3694.5  4872.1  5577.6  5798.3
            V     268.0   258.5   257.4   225.3   180.6   135.8    83.5    11.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.0   258.5   257.4   225.3   181.9   139.3    97.6    56.6
            M      -0.0   486.1   538.9  1997.2  3604.2  4694.5  5285.1  5393.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2266.4  1986.7  1516.9   834.8   224.4   202.4     0.0
            V      57.9    84.9   104.3   123.7   137.9   138.4   142.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.0    88.4   105.7   123.7   137.9   138.4   142.6
            M    1973.8  1809.0  1426.6   809.5   221.3   199.7     0.0
Total     : M+   5577.6  4872.1  3694.5  2022.6   541.9   488.7     0.0
            V      83.5   135.8   180.6   225.3   257.4   258.5   268.0
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    97.6   139.3   181.9   225.3   257.4   258.5   268.0
            M    5285.1  4694.5  3604.2  1997.2   538.9   486.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.9             42.9
Deck+Haunch            50.3             50.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   161.9   179.5   667.9  1213.5  1589.3  1813.1  1874.6
            V     114.1   110.7   110.3    99.0    83.5    67.9    46.3     8.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.1   110.7   110.3    99.0    84.5    70.7    57.6    45.1
            M      -0.0   159.8   177.0   647.6  1141.3  1447.2  1579.0  1550.4
Total     : M+      0.0   448.3   497.1  1855.6  3391.1  4474.8  5124.3  5329.7
            V     239.5   230.8   229.8   200.5   159.7   118.9    71.9     9.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   239.5   230.8   229.8   200.6   160.8   121.6    83.2    45.3
            M      -0.0   446.1   494.6  1835.4  3318.9  4332.7  4890.3  5005.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1813.1  1589.3  1213.5   667.9   179.5   161.9     0.0
            V      46.3    67.9    83.5    99.0   110.3   110.7   114.1
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    57.6    70.7    84.5    99.0   110.3   110.7   114.1
            M    1579.0  1447.2  1141.3   647.6   177.0   159.8     0.0
Total     : M+   5124.3  4474.8  3391.1  1855.6   497.1   448.3     0.0
            V      71.9   118.9   159.7   200.5   229.8   230.8   239.5
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    83.2   121.6   160.8   200.6   229.8   230.8   239.5
            M    4890.3  4332.7  3318.9  1835.4   494.6   446.1     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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   122.5   135.8   507.9   930.9  1233.0  1414.3  1474.7
(Max)       V      53.6    51.3    51.1    43.4    32.6    21.7    10.9     0.0
Self wt.  : M       0.0    88.2    97.8   365.7   670.2   887.7  1018.3  1061.8
(Min)       V      38.6    37.0    36.8    31.3    23.4    15.6     7.8     0.0
DL-Prec.  : M       0.0    19.2    21.3    79.5   145.7   193.0   221.4   230.9
DC(Max)     V       8.4     8.0     8.0     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    15.3    57.2   104.9   139.0   159.4   166.2
DC(Min)     V       6.0     5.8     5.8     4.9     3.7     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   143.5   159.1   595.0  1090.5  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    59.9    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.3   114.6   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    43.1    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.8     3.3     6.8    10.2    13.7    17.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    51.5   192.7   353.2   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.4    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    37.1   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    34.1   127.6   233.9   309.8   355.3   370.5
DW(Max)     V      13.5    12.9    12.8    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    14.8    55.3   101.4   134.2   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   354.1   392.6  1461.0  2654.6  3476.6  3966.1  4100.8
            V     249.6   242.2   241.4   216.5   182.6   148.6   101.3    19.1
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   249.6   242.2   241.4   216.5   184.9   154.7   126.0    98.6
            M      -0.0   349.5   387.3  1416.6  2496.6  3165.8  3454.2  3391.5
Total     : M+      0.0   717.2   795.3  2966.9  5415.6  7135.1  8164.4  8481.3
            V     408.5   394.4   392.9   345.3   279.2   213.2   133.8    19.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   408.5   394.4   392.9   345.3   281.6   219.3   158.4    99.0
            M      -0.0   712.6   789.9  2922.6  5257.6  6824.2  7652.5  7772.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1414.3  1233.0   930.9   507.9   135.8   122.5     0.0
(Max)       V      10.9    21.7    32.6    43.4    51.1    51.3    53.6
Self wt.  : M    1018.3   887.7   670.2   365.7    97.8    88.2     0.0
(Min)       V       7.8    15.6    23.4    31.3    36.8    37.0    38.6
DL-Prec.  : M     221.4   193.0   145.7    79.5    21.3    19.2     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     8.0     8.0     8.4
DL-Prec.  : M     159.4   139.0   104.9    57.2    15.3    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.8     5.8     6.0
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    1656.9  1444.5  1090.5   595.0   159.1   143.5     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    59.9    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4   114.6   103.3     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.1    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     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     536.7   467.9   353.2   192.7    51.5    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.4    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    37.1    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.0    14.0    14.7
DL-Comp   : M     355.3   309.8   233.9   127.6    34.1    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.8    12.9    13.5
DL-Comp   : M     154.0   134.2   101.4    55.3    14.8    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   3966.1  3476.6  2654.6  1461.0   392.6   354.1     0.0
            V     101.3   148.6   182.6   216.5   241.4   242.2   249.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.0   154.7   184.9   216.5   241.4   242.2   249.6
            M    3454.2  3165.8  2496.6  1416.6   387.3   349.5     0.0
Total     : M+   8164.4  7135.1  5415.6  2966.9   795.3   717.2     0.0
            V     133.8   213.2   279.2   345.3   392.9   394.4   408.5
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   158.4   219.3   281.6   345.3   392.9   394.4   408.5
            M    7652.5  6824.2  5257.6  2922.6   789.9   712.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               53.6             53.6
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     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    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(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    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     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    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   135.5   150.2   552.8   985.5  1286.2  1444.5  1442.5
            V     112.3   109.3   108.9    98.8    85.4    64.8    51.4    21.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.3   109.3   108.9    98.8    85.4    71.9    58.5    45.0
            M       0.0   135.5   150.2   552.8   985.5  1258.1  1370.4  1322.7
Total     : M+      0.0   421.9   467.8  1740.6  3163.2  4171.7  4755.7  4897.6
            V     237.7   229.4   228.4   200.4   161.6   115.8    77.0    22.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   237.7   229.4   228.4   200.4   161.6   122.8    84.0    45.2
            M       0.0   421.9   467.8  1740.6  3163.2  4143.5  4681.7  4777.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
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    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
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     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   1444.5  1286.2   985.5   552.8   150.2   135.5     0.0
            V      51.4    64.8    85.4    98.8   108.9   109.3   112.3
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    58.5    71.9    85.4    98.8   108.9   109.3   112.3
            M    1370.4  1258.1   985.5   552.8   150.2   135.5     0.0
Total     : M+   4755.7  4171.7  3163.2  1740.6   467.8   421.9     0.0
            V      77.0   115.8   161.6   200.4   228.4   229.4   237.7
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    84.0   122.8   161.6   200.4   228.4   229.4   237.7
            M    4681.7  4143.5  3163.2  1740.6   467.8   421.9     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.019   0.069   0.127   0.167   0.191   0.199 
Precast-top   -0.023   0.140   0.166   0.867   1.608   2.055   2.349   2.494 
Bottom         0.741   2.937   2.913   2.266   1.583   1.167   0.899   0.772 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.195   0.348   0.453   0.510   0.513 
Precast-top   -0.012   0.100   0.116   0.557   1.023   1.312   1.493   1.566 
Bottom         0.370   1.379   1.358   0.771   0.151  -0.246  -0.479  -0.541 
 

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
    408.5    6.5   58.6    0.950   4.7   6.00e-3 50.0    420.7     1.721    3.840      0.00
      0.0    0.8   58.2     42.0 0.158      28.6 0.87    12.00     0.113    1.574 
Transfer:   3.00
    394.4    6.5   58.6    4.277  21.0  -0.02e-3 28.9    261.9     0.510    1.760      0.00
    712.6    3.6   56.9    189.0 0.151     155.4 4.86    12.00     0.113    1.629 
Critical:   5.38
    379.9    6.5   58.6    4.888  21.0  -0.05e-3 28.8    242.1     0.471    1.760      0.00
   1370.2    4.1   56.6    189.0 0.145     159.1 4.99    12.00     0.113    1.684 
0.1L    :  11.13
    345.3    6.5   58.6    6.347  21.0  -0.06e-3 28.8    204.0     0.400    0.827      0.00
   2922.6    5.3   56.0    189.0 0.133     158.7 5.03    12.00     0.113    1.567 
0.2L    :  22.27
    281.6    6.5   55.4    7.812  21.0  -0.00e-3 29.0    148.9     0.313    0.496      0.00
   5257.6    5.4   52.7    189.0 0.114     142.9 4.82    24.00     0.113    1.279 
0.3L    :  33.40
    219.3    6.5   57.5    7.812  21.0   0.97e-3 32.4    136.8     0.317    0.413      0.00
   6824.2    5.4   54.8    189.0 0.083      85.8 2.78    24.00     0.113    1.172 
0.4L    :  44.53
    158.4    6.5   58.6    7.812   0.0   1.46e-3 34.1    104.0     0.252    0.413      0.00
   7652.5    5.4   55.9    189.0 0.065      72.0 2.29    24.00     0.113    1.377 
0.5L    :  55.67
     99.0    6.5   58.6    7.812   0.0   1.31e-3 33.6     33.8     0.113    0.413      0.00
   7772.1    5.4   55.9    189.0 0.040      76.1 2.42    24.00     0.113    2.274 
0.6L    :  66.80
    158.4    6.5   58.6    7.812   0.0   1.46e-3 34.1    104.0     0.252    0.413      0.00
   7652.5    5.4   55.9    189.0 0.065      72.0 2.29    24.00     0.113    1.377 
0.7L    :  77.93
    219.3    6.5   57.5    7.812  21.0   0.97e-3 32.4    136.8     0.317    0.413      0.00
   6824.2    5.4   54.8    189.0 0.083      85.8 2.78    24.00     0.113    1.172 
0.8L    :  89.07
    281.6    6.5   55.4    7.812  21.0  -0.00e-3 29.0    148.9     0.313    0.496      0.00
   5257.6    5.4   52.7    189.0 0.114     142.9 4.82    24.00     0.113    1.279 
0.9L    : 100.20
    345.3    6.5   58.6    6.347  21.0  -0.06e-3 28.8    204.0     0.400    0.827      0.00
   2922.6    5.3   56.0    189.0 0.133     158.7 5.03    12.00     0.113    1.567 
Critical: 105.95
    379.9    6.5   58.6    4.888  21.0  -0.05e-3 28.8    242.1     0.471    1.760      0.00
   1370.2    4.1   56.6    189.0 0.145     159.1 4.99    12.00     0.113    1.684 
Transfer: 108.33
    394.4    6.5   58.6    4.277  21.0  -0.02e-3 28.9    261.9     0.510    1.760      0.00
    712.6    3.6   56.9    189.0 0.151     155.4 4.86    12.00     0.113    1.629 
Bearing : 110.67
    408.5    6.5   58.6    0.950   4.7   6.00e-3 50.0    420.7     1.721    3.840      0.00
      0.0    0.8   58.2     42.0 0.158      28.6 0.87    12.00     0.113    1.574 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.06
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are EXCLUDED from 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
    283.4      5.41     58.65    0.81       58.24    24.00      0.300      1.052      0.000      3.840 
Transfer:      2.33
    274.6      5.37     58.65    3.59       56.86    24.00      0.300      1.039      0.000      1.760 
Critical:      4.72
    265.6      5.21     58.65    4.09       56.61    24.00      0.300      0.988      0.000      1.760 
0.1L    :     10.47
    243.9      4.84     58.65    5.27       56.01    24.00      0.300      0.863      0.000      0.827 
0.2L    :     21.60
    205.4      4.33     55.44    5.41       52.74    24.00      0.300      0.693      0.000      0.496 
0.3L    :     32.73
    168.4      3.41     57.54    5.42       54.83    24.00      0.300      0.388      0.000      0.413 
0.4L    :     43.87
    132.8      2.64     58.58    5.42       55.87    24.00      0.300      0.130      0.000      0.413 
0.5L    :     55.00
     98.6      1.96     58.58    5.42       55.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    132.8      2.64     58.58    5.42       55.87    24.00      0.300      0.130      0.000      0.413 
0.7L    :     77.27
    168.4      3.41     57.54    5.42       54.83    24.00      0.300      0.388      0.000      0.413 
0.8L    :     88.40
    205.4      4.33     55.44    5.41       52.74    24.00      0.300      0.693      0.000      0.496 
0.9L    :     99.53
    243.9      4.84     58.65    5.27       56.01    24.00      0.300      0.863      0.000      0.827 
Critical:    105.28
    265.6      5.21     58.65    4.09       56.61    24.00      0.300      0.988      0.000      1.760 
Transfer:    107.67
    274.6      5.37     58.65    3.59       56.86    24.00      0.300      1.039      0.000      1.760 
Bearing :    110.00
    283.4      5.41     58.65    0.81       58.24    24.00      0.300      1.052      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
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          :       0.930            1.646            1.932
 
At 0.2 x L = 21.60 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.622            2.866            3.353
 
At 0.3 x L = 32.73 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.090            3.690            4.307
 
At 0.4 x L = 43.87 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.364            4.171            4.861
 
At 0.5 x L = 55.00 ft
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.460            4.339            5.055
 
At 0.6 x L = 66.13 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.364            4.171            4.861
 
At 0.7 x L = 77.27 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.090            3.690            4.307
 
At 0.8 x L = 88.40 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.622            2.866            3.353
 
At 0.9 x L = 99.53 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
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          :       0.930            1.646            1.932
 

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
   717.2    51.8  5.133  263.8    4.2   3.59   5644.7  0.040T 1.00       -       -     -     -  
H/2     :   2.59
   795.3    51.9  5.212  263.8    4.3   3.64   5732.7  0.039T 1.00       -       -     -     -  
0.1L    :  10.47
  2966.9    53.3  7.616  261.2    6.2   5.27   8407.1  0.026T 1.00       -       -     -     -  
0.2L    :  21.60
  5415.6    55.4  7.812  261.3    6.4   5.41   8971.5  0.025T 1.00    783.6   783.6   11.45    -  
0.3L    :  32.73
  7135.1    57.5  7.812  261.6    6.4   5.42   9338.3  0.025T 1.00    544.0   544.0   17.17    -  
0.4L    :  43.87
  8164.4    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    401.8   401.8   23.70    -  
0.5L    :  55.00
  8481.3    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    347.9   347.9   27.37    -  
0.6L    :  66.13
  8164.4    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    401.8   401.8   23.70    -  
0.7L    :  77.27
  7135.1    57.5  7.812  261.6    6.4   5.42   9338.3  0.025T 1.00    544.0   544.0   17.17    -  
0.8L    :  88.40
  5415.6    55.4  7.812  261.3    6.4   5.41   8971.5  0.025T 1.00    783.6   783.6   11.45    -  
0.9L    :  99.53
  2966.9    53.3  7.616  261.2    6.2   5.27   8407.1  0.026T 1.00   1143.4  1143.4    7.35    -  
H/2     : 107.41
   795.3    51.9  5.212  263.8    4.3   3.64   5732.7  0.039T 1.00       -       -     -     -  
Transfer: 107.67
   717.2    51.8  5.133  263.8    4.2   3.59   5644.7  0.040T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.073
        M   2.00 Fb     0.137
 
  2   2 E  50.00 Ft     0.378
        M   6.00 Fb     0.087
 
  3   2 E  48.00 Ft     0.667
        M   4.00 Fb     0.052
 
  4   2 E  46.00 Ft     0.938
        M   2.00 Fb     0.031
 
  5   2 E   6.00 Ft     0.889
        M   6.00 Fb     0.264
 
  6   2 E   6.00 Ft     0.841
        M   6.00 Fb     0.498
 
  7   2 E   6.00 Ft     0.792
        M   6.00 Fb     0.731
 
  8   2 E   4.00 Ft     0.726
        M   4.00 Fb     0.978
 
  9   2 E   4.00 Ft     0.660
        M   4.00 Fb     1.226
 
 10   2 E   4.00 Ft     0.595
        M   4.00 Fb     1.473
 
 11   2 E   4.00 Ft     0.529
        M   4.00 Fb     1.721
 
 12   2 E   4.00 Ft     0.463
        M   4.00 Fb     1.968
 
 13   2 E   4.00 Ft     0.397
        M   4.00 Fb     2.216
 
 14   2 E   2.00 Ft     0.314
        M   2.00 Fb     2.477
 
 15   2 E   2.00 Ft     0.230
        M   2.00 Fb     2.738
 
 16   2 E   2.00 Ft     0.147
        M   2.00 Fb     3.000
 
 17   2 E   2.00 Ft     0.064
        M   2.00 Fb     3.261
 
 18   2 E   2.00 Ft    -0.020
        M   2.00 Fb     3.522
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.91 %               Final losses: 12.53 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.523     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.020       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9521.75     8481.33     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   0.199     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.375   2.494     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.375   2.937    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.566     Midspan
    Pre.Bot:                                                             3.000   1.379    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.460            4.339            5.055
 
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  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.333 ft
Release length = 111.333 ft
Design  length = 110.000 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)  : 0.726   (Calculated)    
Live Moment (1  lane  loaded)  : 0.496   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.161   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.929   (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           1461.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           703246 in4#
Ht. of c.g.           =        24.64 in             41.05 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 = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    756.9    785.4    785.4    785.4    785.4    785.4    785.4    785.4
  Yb      ,  in    24.49    23.98    23.97    23.91    23.81    23.71    23.66    23.66
  MI(Ixx) , in4   287387   292910   292958   294511   296968   299732   301229   301229
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1469.4   1496.3   1496.3   1496.3   1496.3   1496.3   1496.3   1496.3
  Yb      ,  in    40.90    40.35    40.35    40.31    40.26    40.21    40.19    40.19
  MI(Ixx) , in4   710212   734933   735034   738180   742881   747880   750491   750491

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 11.00 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     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     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.774 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.718 ft
Holddown Force        =  23.910 kips     Beam Shrtng (PL/AE)   =      0.520 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)       
--------------------------------------------------------------------------------------
      4010.064         740 2967.448     21.442 86840.164  1311.482     704.731        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     30.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1670     81.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1663     93.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      93.6663     99.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6663    105.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.6663    108.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.6663    109.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     109.0833    109.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     109.8333    111.2083    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 111.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 20.97 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.726 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.83 ksi    0.00 ksi
    due to Composite Loads                                 -2.20 ksi    0.00 ksi
    due to Live Loads                                      -5.94 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.63 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.51 ksi  ( 7.91 %)             9.05 ksi ( 4.62 %)
Total Prestress Losses                                    24.57 ksi (12.53 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   202.4   224.4   834.8  1516.9  1986.7  2266.4  2343.3
            V     142.6   138.4   137.9   123.7   104.3    84.9    57.9    10.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   142.6   138.4   137.9   123.7   105.7    88.4    72.0    56.4
            M      -0.0   199.7   221.3   809.5  1426.6  1809.0  1973.8  1938.0
Total     : M+      0.0   488.7   541.9  2022.6  3694.5  4872.1  5577.6  5798.3
            V     268.0   258.5   257.4   225.3   180.6   135.8    83.5    11.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.0   258.5   257.4   225.3   181.9   139.3    97.6    56.6
            M      -0.0   486.1   538.9  1997.2  3604.2  4694.5  5285.1  5393.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2266.4  1986.7  1516.9   834.8   224.4   202.4     0.0
            V      57.9    84.9   104.3   123.7   137.9   138.4   142.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.0    88.4   105.7   123.7   137.9   138.4   142.6
            M    1973.8  1809.0  1426.6   809.5   221.3   199.7     0.0
Total     : M+   5577.6  4872.1  3694.5  2022.6   541.9   488.7     0.0
            V      83.5   135.8   180.6   225.3   257.4   258.5   268.0
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    97.6   139.3   181.9   225.3   257.4   258.5   268.0
            M    5285.1  4694.5  3604.2  1997.2   538.9   486.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.9             42.9
Deck+Haunch            50.3             50.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   161.9   179.5   667.9  1213.5  1589.3  1813.1  1874.6
            V     114.1   110.7   110.3    99.0    83.5    67.9    46.3     8.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.1   110.7   110.3    99.0    84.5    70.7    57.6    45.1
            M      -0.0   159.8   177.0   647.6  1141.3  1447.2  1579.0  1550.4
Total     : M+      0.0   448.3   497.1  1855.6  3391.1  4474.8  5124.3  5329.7
            V     239.5   230.8   229.8   200.5   159.7   118.9    71.9     9.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   239.5   230.8   229.8   200.6   160.8   121.6    83.2    45.3
            M      -0.0   446.1   494.6  1835.4  3318.9  4332.7  4890.3  5005.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1813.1  1589.3  1213.5   667.9   179.5   161.9     0.0
            V      46.3    67.9    83.5    99.0   110.3   110.7   114.1
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    57.6    70.7    84.5    99.0   110.3   110.7   114.1
            M    1579.0  1447.2  1141.3   647.6   177.0   159.8     0.0
Total     : M+   5124.3  4474.8  3391.1  1855.6   497.1   448.3     0.0
            V      71.9   118.9   159.7   200.5   229.8   230.8   239.5
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    83.2   121.6   160.8   200.6   229.8   230.8   239.5
            M    4890.3  4332.7  3318.9  1835.4   494.6   446.1     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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   122.5   135.8   507.9   930.9  1233.0  1414.3  1474.7
(Max)       V      53.6    51.3    51.1    43.4    32.6    21.7    10.9     0.0
Self wt.  : M       0.0    88.2    97.8   365.7   670.2   887.7  1018.3  1061.8
(Min)       V      38.6    37.0    36.8    31.3    23.4    15.6     7.8     0.0
DL-Prec.  : M       0.0    19.2    21.3    79.5   145.7   193.0   221.4   230.9
DC(Max)     V       8.4     8.0     8.0     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    15.3    57.2   104.9   139.0   159.4   166.2
DC(Min)     V       6.0     5.8     5.8     4.9     3.7     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   143.5   159.1   595.0  1090.5  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    59.9    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.3   114.6   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    43.1    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.8     3.3     6.8    10.2    13.7    17.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    51.5   192.7   353.2   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.4    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    37.1   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    34.1   127.6   233.9   309.8   355.3   370.5
DW(Max)     V      13.5    12.9    12.8    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    14.8    55.3   101.4   134.2   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   354.1   392.6  1461.0  2654.6  3476.6  3966.1  4100.8
            V     249.6   242.2   241.4   216.5   182.6   148.6   101.3    19.1
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   249.6   242.2   241.4   216.5   184.9   154.7   126.0    98.6
            M      -0.0   349.5   387.3  1416.6  2496.6  3165.8  3454.2  3391.5
Total     : M+      0.0   717.2   795.3  2966.9  5415.6  7135.1  8164.4  8481.3
            V     408.5   394.4   392.9   345.3   279.2   213.2   133.8    19.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   408.5   394.4   392.9   345.3   281.6   219.3   158.4    99.0
            M      -0.0   712.6   789.9  2922.6  5257.6  6824.2  7652.5  7772.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1414.3  1233.0   930.9   507.9   135.8   122.5     0.0
(Max)       V      10.9    21.7    32.6    43.4    51.1    51.3    53.6
Self wt.  : M    1018.3   887.7   670.2   365.7    97.8    88.2     0.0
(Min)       V       7.8    15.6    23.4    31.3    36.8    37.0    38.6
DL-Prec.  : M     221.4   193.0   145.7    79.5    21.3    19.2     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     8.0     8.0     8.4
DL-Prec.  : M     159.4   139.0   104.9    57.2    15.3    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.8     5.8     6.0
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    1656.9  1444.5  1090.5   595.0   159.1   143.5     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    59.9    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4   114.6   103.3     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.1    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     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     536.7   467.9   353.2   192.7    51.5    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.4    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    37.1    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.0    14.0    14.7
DL-Comp   : M     355.3   309.8   233.9   127.6    34.1    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.8    12.9    13.5
DL-Comp   : M     154.0   134.2   101.4    55.3    14.8    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   3966.1  3476.6  2654.6  1461.0   392.6   354.1     0.0
            V     101.3   148.6   182.6   216.5   241.4   242.2   249.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.0   154.7   184.9   216.5   241.4   242.2   249.6
            M    3454.2  3165.8  2496.6  1416.6   387.3   349.5     0.0
Total     : M+   8164.4  7135.1  5415.6  2966.9   795.3   717.2     0.0
            V     133.8   213.2   279.2   345.3   392.9   394.4   408.5
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   158.4   219.3   281.6   345.3   392.9   394.4   408.5
            M    7652.5  6824.2  5257.6  2922.6   789.9   712.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               53.6             53.6
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     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    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(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    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     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    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   135.5   150.2   552.8   985.5  1286.2  1444.5  1442.5
            V     112.3   109.3   108.9    98.8    85.4    64.8    51.4    21.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.3   109.3   108.9    98.8    85.4    71.9    58.5    45.0
            M       0.0   135.5   150.2   552.8   985.5  1258.1  1370.4  1322.7
Total     : M+      0.0   421.9   467.8  1740.6  3163.2  4171.7  4755.7  4897.6
            V     237.7   229.4   228.4   200.4   161.6   115.8    77.0    22.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   237.7   229.4   228.4   200.4   161.6   122.8    84.0    45.2
            M       0.0   421.9   467.8  1740.6  3163.2  4143.5  4681.7  4777.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
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    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
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     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   1444.5  1286.2   985.5   552.8   150.2   135.5     0.0
            V      51.4    64.8    85.4    98.8   108.9   109.3   112.3
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    58.5    71.9    85.4    98.8   108.9   109.3   112.3
            M    1370.4  1258.1   985.5   552.8   150.2   135.5     0.0
Total     : M+   4755.7  4171.7  3163.2  1740.6   467.8   421.9     0.0
            V      77.0   115.8   161.6   200.4   228.4   229.4   237.7
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    84.0   122.8   161.6   200.4   228.4   229.4   237.7
            M    4681.7  4143.5  3163.2  1740.6   467.8   421.9     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.019   0.069   0.127   0.167   0.191   0.199 
Precast-top   -0.023   0.140   0.166   0.867   1.608   2.055   2.349   2.494 
Bottom         0.741   2.937   2.913   2.266   1.583   1.167   0.899   0.772 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.195   0.348   0.453   0.510   0.513 
Precast-top   -0.012   0.100   0.116   0.557   1.023   1.312   1.493   1.566 
Bottom         0.370   1.379   1.358   0.771   0.151  -0.246  -0.479  -0.541 
 

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
    408.5    6.5   58.6    0.950   4.7   6.00e-3 50.0    420.7     1.721    3.840      0.00
      0.0    0.8   58.2     42.0 0.158      28.6 0.87    12.00     0.113    1.574 
Transfer:   3.00
    394.4    6.5   58.6    4.277  21.0  -0.02e-3 28.9    261.9     0.510    1.760      0.00
    712.6    3.6   56.9    189.0 0.151     155.4 4.86    12.00     0.113    1.629 
Critical:   5.38
    379.9    6.5   58.6    4.888  21.0  -0.05e-3 28.8    242.1     0.471    1.760      0.00
   1370.2    4.1   56.6    189.0 0.145     159.1 4.99    12.00     0.113    1.684 
0.1L    :  11.13
    345.3    6.5   58.6    6.347  21.0  -0.06e-3 28.8    204.0     0.400    0.827      0.00
   2922.6    5.3   56.0    189.0 0.133     158.7 5.03    12.00     0.113    1.567 
0.2L    :  22.27
    281.6    6.5   55.4    7.812  21.0  -0.00e-3 29.0    148.9     0.313    0.496      0.00
   5257.6    5.4   52.7    189.0 0.114     142.9 4.82    24.00     0.113    1.279 
0.3L    :  33.40
    219.3    6.5   57.5    7.812  21.0   0.97e-3 32.4    136.8     0.317    0.413      0.00
   6824.2    5.4   54.8    189.0 0.083      85.8 2.78    24.00     0.113    1.172 
0.4L    :  44.53
    158.4    6.5   58.6    7.812   0.0   1.46e-3 34.1    104.0     0.252    0.413      0.00
   7652.5    5.4   55.9    189.0 0.065      72.0 2.29    24.00     0.113    1.377 
0.5L    :  55.67
     99.0    6.5   58.6    7.812   0.0   1.31e-3 33.6     33.8     0.113    0.413      0.00
   7772.1    5.4   55.9    189.0 0.040      76.1 2.42    24.00     0.113    2.274 
0.6L    :  66.80
    158.4    6.5   58.6    7.812   0.0   1.46e-3 34.1    104.0     0.252    0.413      0.00
   7652.5    5.4   55.9    189.0 0.065      72.0 2.29    24.00     0.113    1.377 
0.7L    :  77.93
    219.3    6.5   57.5    7.812  21.0   0.97e-3 32.4    136.8     0.317    0.413      0.00
   6824.2    5.4   54.8    189.0 0.083      85.8 2.78    24.00     0.113    1.172 
0.8L    :  89.07
    281.6    6.5   55.4    7.812  21.0  -0.00e-3 29.0    148.9     0.313    0.496      0.00
   5257.6    5.4   52.7    189.0 0.114     142.9 4.82    24.00     0.113    1.279 
0.9L    : 100.20
    345.3    6.5   58.6    6.347  21.0  -0.06e-3 28.8    204.0     0.400    0.827      0.00
   2922.6    5.3   56.0    189.0 0.133     158.7 5.03    12.00     0.113    1.567 
Critical: 105.95
    379.9    6.5   58.6    4.888  21.0  -0.05e-3 28.8    242.1     0.471    1.760      0.00
   1370.2    4.1   56.6    189.0 0.145     159.1 4.99    12.00     0.113    1.684 
Transfer: 108.33
    394.4    6.5   58.6    4.277  21.0  -0.02e-3 28.9    261.9     0.510    1.760      0.00
    712.6    3.6   56.9    189.0 0.151     155.4 4.86    12.00     0.113    1.629 
Bearing : 110.67
    408.5    6.5   58.6    0.950   4.7   6.00e-3 50.0    420.7     1.721    3.840      0.00
      0.0    0.8   58.2     42.0 0.158      28.6 0.87    12.00     0.113    1.574 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.06
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are EXCLUDED from 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
    283.4      5.41     58.65    0.81       58.24    24.00      0.300      1.052      0.000      3.840 
Transfer:      2.33
    274.6      5.37     58.65    3.59       56.86    24.00      0.300      1.039      0.000      1.760 
Critical:      4.72
    265.6      5.21     58.65    4.09       56.61    24.00      0.300      0.988      0.000      1.760 
0.1L    :     10.47
    243.9      4.84     58.65    5.27       56.01    24.00      0.300      0.863      0.000      0.827 
0.2L    :     21.60
    205.4      4.33     55.44    5.41       52.74    24.00      0.300      0.693      0.000      0.496 
0.3L    :     32.73
    168.4      3.41     57.54    5.42       54.83    24.00      0.300      0.388      0.000      0.413 
0.4L    :     43.87
    132.8      2.64     58.58    5.42       55.87    24.00      0.300      0.130      0.000      0.413 
0.5L    :     55.00
     98.6      1.96     58.58    5.42       55.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    132.8      2.64     58.58    5.42       55.87    24.00      0.300      0.130      0.000      0.413 
0.7L    :     77.27
    168.4      3.41     57.54    5.42       54.83    24.00      0.300      0.388      0.000      0.413 
0.8L    :     88.40
    205.4      4.33     55.44    5.41       52.74    24.00      0.300      0.693      0.000      0.496 
0.9L    :     99.53
    243.9      4.84     58.65    5.27       56.01    24.00      0.300      0.863      0.000      0.827 
Critical:    105.28
    265.6      5.21     58.65    4.09       56.61    24.00      0.300      0.988      0.000      1.760 
Transfer:    107.67
    274.6      5.37     58.65    3.59       56.86    24.00      0.300      1.039      0.000      1.760 
Bearing :    110.00
    283.4      5.41     58.65    0.81       58.24    24.00      0.300      1.052      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
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          :       0.930            1.646            1.932
 
At 0.2 x L = 21.60 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.622            2.866            3.353
 
At 0.3 x L = 32.73 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.090            3.690            4.307
 
At 0.4 x L = 43.87 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.364            4.171            4.861
 
At 0.5 x L = 55.00 ft
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.460            4.339            5.055
 
At 0.6 x L = 66.13 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.364            4.171            4.861
 
At 0.7 x L = 77.27 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.090            3.690            4.307
 
At 0.8 x L = 88.40 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.622            2.866            3.353
 
At 0.9 x L = 99.53 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
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          :       0.930            1.646            1.932
 

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
   717.2    51.8  5.133  263.8    4.2   3.59   5644.7  0.040T 1.00       -       -     -     -  
H/2     :   2.59
   795.3    51.9  5.212  263.8    4.3   3.64   5732.7  0.039T 1.00       -       -     -     -  
0.1L    :  10.47
  2966.9    53.3  7.616  261.2    6.2   5.27   8407.1  0.026T 1.00       -       -     -     -  
0.2L    :  21.60
  5415.6    55.4  7.812  261.3    6.4   5.41   8971.5  0.025T 1.00    783.6   783.6   11.45    -  
0.3L    :  32.73
  7135.1    57.5  7.812  261.6    6.4   5.42   9338.3  0.025T 1.00    544.0   544.0   17.17    -  
0.4L    :  43.87
  8164.4    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    401.8   401.8   23.70    -  
0.5L    :  55.00
  8481.3    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    347.9   347.9   27.37    -  
0.6L    :  66.13
  8164.4    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    401.8   401.8   23.70    -  
0.7L    :  77.27
  7135.1    57.5  7.812  261.6    6.4   5.42   9338.3  0.025T 1.00    544.0   544.0   17.17    -  
0.8L    :  88.40
  5415.6    55.4  7.812  261.3    6.4   5.41   8971.5  0.025T 1.00    783.6   783.6   11.45    -  
0.9L    :  99.53
  2966.9    53.3  7.616  261.2    6.2   5.27   8407.1  0.026T 1.00   1143.4  1143.4    7.35    -  
H/2     : 107.41
   795.3    51.9  5.212  263.8    4.3   3.64   5732.7  0.039T 1.00       -       -     -     -  
Transfer: 107.67
   717.2    51.8  5.133  263.8    4.2   3.59   5644.7  0.040T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.073
        M   2.00 Fb     0.137
 
  2   2 E  50.00 Ft     0.378
        M   6.00 Fb     0.087
 
  3   2 E  48.00 Ft     0.667
        M   4.00 Fb     0.052
 
  4   2 E  46.00 Ft     0.938
        M   2.00 Fb     0.031
 
  5   2 E   6.00 Ft     0.889
        M   6.00 Fb     0.264
 
  6   2 E   6.00 Ft     0.841
        M   6.00 Fb     0.498
 
  7   2 E   6.00 Ft     0.792
        M   6.00 Fb     0.731
 
  8   2 E   4.00 Ft     0.726
        M   4.00 Fb     0.978
 
  9   2 E   4.00 Ft     0.660
        M   4.00 Fb     1.226
 
 10   2 E   4.00 Ft     0.595
        M   4.00 Fb     1.473
 
 11   2 E   4.00 Ft     0.529
        M   4.00 Fb     1.721
 
 12   2 E   4.00 Ft     0.463
        M   4.00 Fb     1.968
 
 13   2 E   4.00 Ft     0.397
        M   4.00 Fb     2.216
 
 14   2 E   2.00 Ft     0.314
        M   2.00 Fb     2.477
 
 15   2 E   2.00 Ft     0.230
        M   2.00 Fb     2.738
 
 16   2 E   2.00 Ft     0.147
        M   2.00 Fb     3.000
 
 17   2 E   2.00 Ft     0.064
        M   2.00 Fb     3.261
 
 18   2 E   2.00 Ft    -0.020
        M   2.00 Fb     3.522
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.91 %               Final losses: 12.53 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.523     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.020       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9521.75     8481.33     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   0.199     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.375   2.494     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.375   2.937    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.566     Midspan
    Pre.Bot:                                                             3.000   1.379    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.460            4.339            5.055
 
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  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.333 ft
Release length = 111.333 ft
Design  length = 110.000 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)  : 0.726   (Calculated)    
Live Moment (1  lane  loaded)  : 0.496   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.161   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.929   (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           1461.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           703246 in4#
Ht. of c.g.           =        24.64 in             41.05 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 = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    756.9    785.4    785.4    785.4    785.4    785.4    785.4    785.4
  Yb      ,  in    24.49    23.98    23.97    23.91    23.81    23.71    23.66    23.66
  MI(Ixx) , in4   287387   292910   292958   294511   296968   299732   301229   301229
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1469.4   1496.3   1496.3   1496.3   1496.3   1496.3   1496.3   1496.3
  Yb      ,  in    40.90    40.35    40.35    40.31    40.26    40.21    40.19    40.19
  MI(Ixx) , in4   710212   734933   735034   738180   742881   747880   750491   750491

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 11.00 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     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     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.774 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.718 ft
Holddown Force        =  23.910 kips     Beam Shrtng (PL/AE)   =      0.520 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)       
--------------------------------------------------------------------------------------
      4010.064         740 2967.448     21.442 86840.164  1311.482     704.731        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     30.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1670     81.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1663     93.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      93.6663     99.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6663    105.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.6663    108.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.6663    109.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     109.0833    109.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     109.8333    111.2083    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 111.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 20.97 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.726 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.83 ksi    0.00 ksi
    due to Composite Loads                                 -2.20 ksi    0.00 ksi
    due to Live Loads                                      -5.94 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.63 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.51 ksi  ( 7.91 %)             9.05 ksi ( 4.62 %)
Total Prestress Losses                                    24.57 ksi (12.53 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   202.4   224.4   834.8  1516.9  1986.7  2266.4  2343.3
            V     142.6   138.4   137.9   123.7   104.3    84.9    57.9    10.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   142.6   138.4   137.9   123.7   105.7    88.4    72.0    56.4
            M      -0.0   199.7   221.3   809.5  1426.6  1809.0  1973.8  1938.0
Total     : M+      0.0   488.7   541.9  2022.6  3694.5  4872.1  5577.6  5798.3
            V     268.0   258.5   257.4   225.3   180.6   135.8    83.5    11.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.0   258.5   257.4   225.3   181.9   139.3    97.6    56.6
            M      -0.0   486.1   538.9  1997.2  3604.2  4694.5  5285.1  5393.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2266.4  1986.7  1516.9   834.8   224.4   202.4     0.0
            V      57.9    84.9   104.3   123.7   137.9   138.4   142.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.0    88.4   105.7   123.7   137.9   138.4   142.6
            M    1973.8  1809.0  1426.6   809.5   221.3   199.7     0.0
Total     : M+   5577.6  4872.1  3694.5  2022.6   541.9   488.7     0.0
            V      83.5   135.8   180.6   225.3   257.4   258.5   268.0
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    97.6   139.3   181.9   225.3   257.4   258.5   268.0
            M    5285.1  4694.5  3604.2  1997.2   538.9   486.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.9             42.9
Deck+Haunch            50.3             50.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   161.9   179.5   667.9  1213.5  1589.3  1813.1  1874.6
            V     114.1   110.7   110.3    99.0    83.5    67.9    46.3     8.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.1   110.7   110.3    99.0    84.5    70.7    57.6    45.1
            M      -0.0   159.8   177.0   647.6  1141.3  1447.2  1579.0  1550.4
Total     : M+      0.0   448.3   497.1  1855.6  3391.1  4474.8  5124.3  5329.7
            V     239.5   230.8   229.8   200.5   159.7   118.9    71.9     9.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   239.5   230.8   229.8   200.6   160.8   121.6    83.2    45.3
            M      -0.0   446.1   494.6  1835.4  3318.9  4332.7  4890.3  5005.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1813.1  1589.3  1213.5   667.9   179.5   161.9     0.0
            V      46.3    67.9    83.5    99.0   110.3   110.7   114.1
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    57.6    70.7    84.5    99.0   110.3   110.7   114.1
            M    1579.0  1447.2  1141.3   647.6   177.0   159.8     0.0
Total     : M+   5124.3  4474.8  3391.1  1855.6   497.1   448.3     0.0
            V      71.9   118.9   159.7   200.5   229.8   230.8   239.5
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    83.2   121.6   160.8   200.6   229.8   230.8   239.5
            M    4890.3  4332.7  3318.9  1835.4   494.6   446.1     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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   122.5   135.8   507.9   930.9  1233.0  1414.3  1474.7
(Max)       V      53.6    51.3    51.1    43.4    32.6    21.7    10.9     0.0
Self wt.  : M       0.0    88.2    97.8   365.7   670.2   887.7  1018.3  1061.8
(Min)       V      38.6    37.0    36.8    31.3    23.4    15.6     7.8     0.0
DL-Prec.  : M       0.0    19.2    21.3    79.5   145.7   193.0   221.4   230.9
DC(Max)     V       8.4     8.0     8.0     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    15.3    57.2   104.9   139.0   159.4   166.2
DC(Min)     V       6.0     5.8     5.8     4.9     3.7     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   143.5   159.1   595.0  1090.5  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    59.9    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.3   114.6   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    43.1    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.8     3.3     6.8    10.2    13.7    17.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.6     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    51.5   192.7   353.2   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.4    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    37.1   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    34.1   127.6   233.9   309.8   355.3   370.5
DW(Max)     V      13.5    12.9    12.8    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    14.8    55.3   101.4   134.2   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   354.1   392.6  1461.0  2654.6  3476.6  3966.1  4100.8
            V     249.6   242.2   241.4   216.5   182.6   148.6   101.3    19.1
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   249.6   242.2   241.4   216.5   184.9   154.7   126.0    98.6
            M      -0.0   349.5   387.3  1416.6  2496.6  3165.8  3454.2  3391.5
Total     : M+      0.0   717.2   795.3  2966.9  5415.6  7135.1  8164.4  8481.3
            V     408.5   394.4   392.9   345.3   279.2   213.2   133.8    19.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   408.5   394.4   392.9   345.3   281.6   219.3   158.4    99.0
            M      -0.0   712.6   789.9  2922.6  5257.6  6824.2  7652.5  7772.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1414.3  1233.0   930.9   507.9   135.8   122.5     0.0
(Max)       V      10.9    21.7    32.6    43.4    51.1    51.3    53.6
Self wt.  : M    1018.3   887.7   670.2   365.7    97.8    88.2     0.0
(Min)       V       7.8    15.6    23.4    31.3    36.8    37.0    38.6
DL-Prec.  : M     221.4   193.0   145.7    79.5    21.3    19.2     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     8.0     8.0     8.4
DL-Prec.  : M     159.4   139.0   104.9    57.2    15.3    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.8     5.8     6.0
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    1656.9  1444.5  1090.5   595.0   159.1   143.5     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    59.9    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4   114.6   103.3     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.1    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.8     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     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     536.7   467.9   353.2   192.7    51.5    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.4    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    37.1    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.0    14.0    14.7
DL-Comp   : M     355.3   309.8   233.9   127.6    34.1    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.8    12.9    13.5
DL-Comp   : M     154.0   134.2   101.4    55.3    14.8    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   3966.1  3476.6  2654.6  1461.0   392.6   354.1     0.0
            V     101.3   148.6   182.6   216.5   241.4   242.2   249.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   126.0   154.7   184.9   216.5   241.4   242.2   249.6
            M    3454.2  3165.8  2496.6  1416.6   387.3   349.5     0.0
Total     : M+   8164.4  7135.1  5415.6  2966.9   795.3   717.2     0.0
            V     133.8   213.2   279.2   345.3   392.9   394.4   408.5
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   158.4   219.3   281.6   345.3   392.9   394.4   408.5
            M    7652.5  6824.2  5257.6  2922.6   789.9   712.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               53.6             53.6
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     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    15.3    17.0    63.6   116.6   154.4   177.1   184.7
DC(Max)     V       6.7     6.4     6.4     5.4     4.1     2.7     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   114.8   127.3   476.0   872.4  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.9    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     2.6     5.4     8.2    11.0    13.7
(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    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     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    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   135.5   150.2   552.8   985.5  1286.2  1444.5  1442.5
            V     112.3   109.3   108.9    98.8    85.4    64.8    51.4    21.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.3   109.3   108.9    98.8    85.4    71.9    58.5    45.0
            M       0.0   135.5   150.2   552.8   985.5  1258.1  1370.4  1322.7
Total     : M+      0.0   421.9   467.8  1740.6  3163.2  4171.7  4755.7  4897.6
            V     237.7   229.4   228.4   200.4   161.6   115.8    77.0    22.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   237.7   229.4   228.4   200.4   161.6   122.8    84.0    45.2
            M       0.0   421.9   467.8  1740.6  3163.2  4143.5  4681.7  4777.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     177.1   154.4   116.6    63.6    17.0    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.4     6.4     6.7
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    1325.5  1155.6   872.4   476.0   127.3   114.8     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.1    50.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.0     8.2     5.4     2.6     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
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     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   1444.5  1286.2   985.5   552.8   150.2   135.5     0.0
            V      51.4    64.8    85.4    98.8   108.9   109.3   112.3
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    58.5    71.9    85.4    98.8   108.9   109.3   112.3
            M    1370.4  1258.1   985.5   552.8   150.2   135.5     0.0
Total     : M+   4755.7  4171.7  3163.2  1740.6   467.8   421.9     0.0
            V      77.0   115.8   161.6   200.4   228.4   229.4   237.7
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    84.0   122.8   161.6   200.4   228.4   229.4   237.7
            M    4681.7  4143.5  3163.2  1740.6   467.8   421.9     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.019   0.069   0.127   0.167   0.191   0.199 
Precast-top   -0.023   0.140   0.166   0.867   1.608   2.055   2.349   2.494 
Bottom         0.741   2.937   2.913   2.266   1.583   1.167   0.899   0.772 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.195   0.348   0.453   0.510   0.513 
Precast-top   -0.012   0.100   0.116   0.557   1.023   1.312   1.493   1.566 
Bottom         0.370   1.379   1.358   0.771   0.151  -0.246  -0.479  -0.541 
 

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
    408.5    6.5   58.6    0.950   4.7   6.00e-3 50.0    420.7     1.721    3.840      0.00
      0.0    0.8   58.2     42.0 0.158      28.6 0.87    12.00     0.113    1.574 
Transfer:   3.00
    394.4    6.5   58.6    4.277  21.0  -0.02e-3 28.9    261.9     0.510    1.760      0.00
    712.6    3.6   56.9    189.0 0.151     155.4 4.86    12.00     0.113    1.629 
Critical:   5.38
    379.9    6.5   58.6    4.888  21.0  -0.05e-3 28.8    242.1     0.471    1.760      0.00
   1370.2    4.1   56.6    189.0 0.145     159.1 4.99    12.00     0.113    1.684 
0.1L    :  11.13
    345.3    6.5   58.6    6.347  21.0  -0.06e-3 28.8    204.0     0.400    0.827      0.00
   2922.6    5.3   56.0    189.0 0.133     158.7 5.03    12.00     0.113    1.567 
0.2L    :  22.27
    281.6    6.5   55.4    7.812  21.0  -0.00e-3 29.0    148.9     0.313    0.496      0.00
   5257.6    5.4   52.7    189.0 0.114     142.9 4.82    24.00     0.113    1.279 
0.3L    :  33.40
    219.3    6.5   57.5    7.812  21.0   0.97e-3 32.4    136.8     0.317    0.413      0.00
   6824.2    5.4   54.8    189.0 0.083      85.8 2.78    24.00     0.113    1.172 
0.4L    :  44.53
    158.4    6.5   58.6    7.812   0.0   1.46e-3 34.1    104.0     0.252    0.413      0.00
   7652.5    5.4   55.9    189.0 0.065      72.0 2.29    24.00     0.113    1.377 
0.5L    :  55.67
     99.0    6.5   58.6    7.812   0.0   1.31e-3 33.6     33.8     0.113    0.413      0.00
   7772.1    5.4   55.9    189.0 0.040      76.1 2.42    24.00     0.113    2.274 
0.6L    :  66.80
    158.4    6.5   58.6    7.812   0.0   1.46e-3 34.1    104.0     0.252    0.413      0.00
   7652.5    5.4   55.9    189.0 0.065      72.0 2.29    24.00     0.113    1.377 
0.7L    :  77.93
    219.3    6.5   57.5    7.812  21.0   0.97e-3 32.4    136.8     0.317    0.413      0.00
   6824.2    5.4   54.8    189.0 0.083      85.8 2.78    24.00     0.113    1.172 
0.8L    :  89.07
    281.6    6.5   55.4    7.812  21.0  -0.00e-3 29.0    148.9     0.313    0.496      0.00
   5257.6    5.4   52.7    189.0 0.114     142.9 4.82    24.00     0.113    1.279 
0.9L    : 100.20
    345.3    6.5   58.6    6.347  21.0  -0.06e-3 28.8    204.0     0.400    0.827      0.00
   2922.6    5.3   56.0    189.0 0.133     158.7 5.03    12.00     0.113    1.567 
Critical: 105.95
    379.9    6.5   58.6    4.888  21.0  -0.05e-3 28.8    242.1     0.471    1.760      0.00
   1370.2    4.1   56.6    189.0 0.145     159.1 4.99    12.00     0.113    1.684 
Transfer: 108.33
    394.4    6.5   58.6    4.277  21.0  -0.02e-3 28.9    261.9     0.510    1.760      0.00
    712.6    3.6   56.9    189.0 0.151     155.4 4.86    12.00     0.113    1.629 
Bearing : 110.67
    408.5    6.5   58.6    0.950   4.7   6.00e-3 50.0    420.7     1.721    3.840      0.00
      0.0    0.8   58.2     42.0 0.158      28.6 0.87    12.00     0.113    1.574 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.06
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are EXCLUDED from 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
    283.4      5.41     58.65    0.81       58.24    24.00      0.300      1.052      0.000      3.840 
Transfer:      2.33
    274.6      5.37     58.65    3.59       56.86    24.00      0.300      1.039      0.000      1.760 
Critical:      4.72
    265.6      5.21     58.65    4.09       56.61    24.00      0.300      0.988      0.000      1.760 
0.1L    :     10.47
    243.9      4.84     58.65    5.27       56.01    24.00      0.300      0.863      0.000      0.827 
0.2L    :     21.60
    205.4      4.33     55.44    5.41       52.74    24.00      0.300      0.693      0.000      0.496 
0.3L    :     32.73
    168.4      3.41     57.54    5.42       54.83    24.00      0.300      0.388      0.000      0.413 
0.4L    :     43.87
    132.8      2.64     58.58    5.42       55.87    24.00      0.300      0.130      0.000      0.413 
0.5L    :     55.00
     98.6      1.96     58.58    5.42       55.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    132.8      2.64     58.58    5.42       55.87    24.00      0.300      0.130      0.000      0.413 
0.7L    :     77.27
    168.4      3.41     57.54    5.42       54.83    24.00      0.300      0.388      0.000      0.413 
0.8L    :     88.40
    205.4      4.33     55.44    5.41       52.74    24.00      0.300      0.693      0.000      0.496 
0.9L    :     99.53
    243.9      4.84     58.65    5.27       56.01    24.00      0.300      0.863      0.000      0.827 
Critical:    105.28
    265.6      5.21     58.65    4.09       56.61    24.00      0.300      0.988      0.000      1.760 
Transfer:    107.67
    274.6      5.37     58.65    3.59       56.86    24.00      0.300      1.039      0.000      1.760 
Bearing :    110.00
    283.4      5.41     58.65    0.81       58.24    24.00      0.300      1.052      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
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          :       0.930            1.646            1.932
 
At 0.2 x L = 21.60 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.622            2.866            3.353
 
At 0.3 x L = 32.73 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.090            3.690            4.307
 
At 0.4 x L = 43.87 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.364            4.171            4.861
 
At 0.5 x L = 55.00 ft
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.460            4.339            5.055
 
At 0.6 x L = 66.13 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.364            4.171            4.861
 
At 0.7 x L = 77.27 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.090            3.690            4.307
 
At 0.8 x L = 88.40 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.622            2.866            3.353
 
At 0.9 x L = 99.53 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
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          :       0.930            1.646            1.932
 

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
   717.2    51.8  5.133  263.8    4.2   3.59   5644.7  0.040T 1.00       -       -     -     -  
H/2     :   2.59
   795.3    51.9  5.212  263.8    4.3   3.64   5732.7  0.039T 1.00       -       -     -     -  
0.1L    :  10.47
  2966.9    53.3  7.616  261.2    6.2   5.27   8407.1  0.026T 1.00       -       -     -     -  
0.2L    :  21.60
  5415.6    55.4  7.812  261.3    6.4   5.41   8971.5  0.025T 1.00    783.6   783.6   11.45    -  
0.3L    :  32.73
  7135.1    57.5  7.812  261.6    6.4   5.42   9338.3  0.025T 1.00    544.0   544.0   17.17    -  
0.4L    :  43.87
  8164.4    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    401.8   401.8   23.70    -  
0.5L    :  55.00
  8481.3    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    347.9   347.9   27.37    -  
0.6L    :  66.13
  8164.4    58.6  7.812  261.8    6.4   5.42   9521.8  0.025T 1.00    401.8   401.8   23.70    -  
0.7L    :  77.27
  7135.1    57.5  7.812  261.6    6.4   5.42   9338.3  0.025T 1.00    544.0   544.0   17.17    -  
0.8L    :  88.40
  5415.6    55.4  7.812  261.3    6.4   5.41   8971.5  0.025T 1.00    783.6   783.6   11.45    -  
0.9L    :  99.53
  2966.9    53.3  7.616  261.2    6.2   5.27   8407.1  0.026T 1.00   1143.4  1143.4    7.35    -  
H/2     : 107.41
   795.3    51.9  5.212  263.8    4.3   3.64   5732.7  0.039T 1.00       -       -     -     -  
Transfer: 107.67
   717.2    51.8  5.133  263.8    4.2   3.59   5644.7  0.040T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.073
        M   2.00 Fb     0.137
 
  2   2 E  50.00 Ft     0.378
        M   6.00 Fb     0.087
 
  3   2 E  48.00 Ft     0.667
        M   4.00 Fb     0.052
 
  4   2 E  46.00 Ft     0.938
        M   2.00 Fb     0.031
 
  5   2 E   6.00 Ft     0.889
        M   6.00 Fb     0.264
 
  6   2 E   6.00 Ft     0.841
        M   6.00 Fb     0.498
 
  7   2 E   6.00 Ft     0.792
        M   6.00 Fb     0.731
 
  8   2 E   4.00 Ft     0.726
        M   4.00 Fb     0.978
 
  9   2 E   4.00 Ft     0.660
        M   4.00 Fb     1.226
 
 10   2 E   4.00 Ft     0.595
        M   4.00 Fb     1.473
 
 11   2 E   4.00 Ft     0.529
        M   4.00 Fb     1.721
 
 12   2 E   4.00 Ft     0.463
        M   4.00 Fb     1.968
 
 13   2 E   4.00 Ft     0.397
        M   4.00 Fb     2.216
 
 14   2 E   2.00 Ft     0.314
        M   2.00 Fb     2.477
 
 15   2 E   2.00 Ft     0.230
        M   2.00 Fb     2.738
 
 16   2 E   2.00 Ft     0.147
        M   2.00 Fb     3.000
 
 17   2 E   2.00 Ft     0.064
        M   2.00 Fb     3.261
 
 18   2 E   2.00 Ft    -0.020
        M   2.00 Fb     3.522
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.91 %               Final losses: 12.53 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.523     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.020       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9521.75     8481.33     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   0.199     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.375   2.494     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.375   2.937    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.566     Midspan
    Pre.Bot:                                                             3.000   1.379    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.460            4.339            5.055
 
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  110.00
     DC  Line       0.076      0.00       0.076  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.333 ft
Release length = 111.333 ft
Design  length = 110.000 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)  : 0.710   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.923   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.017   (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           1376.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           675737 in4#
Ht. of c.g.           =        24.64 in             39.98 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 = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.59    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    756.9    785.4    785.4    785.4    785.4    785.4    785.4    785.4
  Yb      ,  in    24.49    23.98    23.97    23.91    23.81    23.71    23.66    23.66
  MI(Ixx) , in4   287387   292910   292958   294511   296968   299732   301229   301229
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1384.4   1411.3   1411.3   1411.3   1411.3   1411.3   1411.3   1411.3
  Yb      ,  in    39.82    39.26    39.26    39.22    39.17    39.12    39.09    39.09
  MI(Ixx) , in4   682216   705206   705304   708338   712882   717722   720253   720253

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  36 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 11.00 in):
    12 @  2.000 in    12 @  4.000 in     6 @  6.000 in     2 @ 46.000 in
     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in     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     =    7.81 in2      Initial Pull          =     1531.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.687 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.608 ft
Holddown Force        =  23.910 kips     Beam Shrtng (PL/AE)   =      0.520 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)       
--------------------------------------------------------------------------------------
      4010.064         740 2967.448     21.442 86840.164  1311.482     704.731        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      1.5000    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.5000      2.2500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.2500      2.6670    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.6670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.6670     30.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      30.1670     81.1663    Yes
      2      US#5[M16]       60.00        0.62      15.00      81.1663     93.6663    Yes
      2      US#5[M16]       60.00        0.62      12.00      93.6663     99.6663    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6663    105.6663    Yes
      2      US#6[M19]       60.00        0.88       6.00     105.6663    108.6663    Yes
      2      US#6[M19]       60.00        0.88       5.00     108.6663    109.0833    Yes
      2      US#6[M19]       60.00        0.88       3.00     109.0833    109.8333    Yes
      2      US#6[M19]       60.00        0.88       2.75     109.8333    111.2083    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 111.3330       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 7.8120 in2       Ycg =  3.67 in
         P_init    =     1531.3 kips  Ecc = 20.97 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.51 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.726 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.02 ksi    0.00 ksi
    due to Composite Loads                                 -2.23 ksi    0.00 ksi
    due to Live Loads                                      -6.62 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        13.63 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.51 ksi  ( 7.91 %)             9.16 ksi ( 4.67 %)
Total Prestress Losses                                    24.68 ksi (12.59 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    14.0    15.5    58.1   106.5   141.1   161.8   168.8
DC(Max)     V       6.1     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.1   112.1   419.2   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.2    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   223.1   247.4   920.4  1672.3  2190.2  2498.5  2583.3
            V     124.9   121.2   120.8   108.3    91.3    74.4    50.7     9.5
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   124.9   121.2   120.8   108.3    92.5    77.4    63.0    49.4
            M      -0.0   220.2   244.0   892.4  1572.8  1994.4  2176.0  2136.5
Total     : M+      0.0   494.2   548.0  2044.6  3733.1  4920.4  5630.9  5850.7
            V     243.6   234.8   233.9   204.4   163.5   122.5    74.8     9.7
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   243.6   234.8   233.9   204.5   164.6   125.5    87.2    49.5
            M      -0.0   491.2   544.6  2016.6  3633.6  4724.5  5308.4  5403.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     161.8   141.1   106.5    58.1    15.5    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.1
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    1167.4  1017.8   768.4   419.2   112.1   101.1     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.2    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   2498.5  2190.2  1672.3   920.4   247.4   223.1     0.0
            V      50.7    74.4    91.3   108.3   120.8   121.2   124.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.0    77.4    92.5   108.3   120.8   121.2   124.9
            M    2176.0  1994.4  1572.8   892.4   244.0   220.2     0.0
Total     : M+   5630.9  4920.4  3733.1  2044.6   548.0   494.2     0.0
            V      74.8   122.5   163.5   204.4   233.9   234.8   243.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.2   125.5   164.6   204.5   233.9   234.8   243.6
            M    5308.4  4724.5  3633.6  2016.6   544.6   491.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.9             42.9
Deck+Haunch            44.3             44.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
DL-Prec.  : M       0.0    14.0    15.5    58.1   106.5   141.1   161.8   168.8
DC(Max)     V       6.1     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.1   112.1   419.2   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.2    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   178.5   197.9   736.3  1337.8  1752.1  1998.8  2066.7
            V      99.9    96.9    96.6    86.7    73.1    59.5    40.6     7.6
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    99.9    96.9    96.6    86.7    74.0    61.9    50.4    39.5
            M      -0.0   176.1   195.2   713.9  1258.2  1595.5  1740.8  1709.2
Total     : M+      0.0   449.6   498.5  1860.5  3398.6  4482.3  5131.2  5334.1
            V     218.6   210.6   209.7   182.8   145.2   107.6    64.7     7.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   218.6   210.6   209.7   182.8   146.1   110.1    74.5    39.6
            M      -0.0   447.2   495.8  1838.1  3319.0  4325.7  4873.2  4976.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
DL-Prec.  : M     161.8   141.1   106.5    58.1    15.5    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.1
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    1167.4  1017.8   768.4   419.2   112.1   101.1     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.2    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
DL-Comp   : M     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
LL + I    : M+   1998.8  1752.1  1337.8   736.3   197.9   178.5     0.0
            V      40.6    59.5    73.1    86.7    96.6    96.9    99.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.4    61.9    74.0    86.7    96.6    96.9    99.9
            M    1740.8  1595.5  1258.2   713.9   195.2   176.1     0.0
Total     : M+   5131.2  4482.3  3398.6  1860.5   498.5   449.6     0.0
            V      64.7   107.6   145.2   182.8   209.7   210.6   218.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.5   110.1   146.1   182.8   209.7   210.6   218.6
            M    4873.2  4325.7  3319.0  1838.1   495.8   447.2     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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   122.5   135.8   507.9   930.9  1233.0  1414.3  1474.7
(Max)       V      53.6    51.3    51.1    43.4    32.6    21.7    10.9     0.0
Self wt.  : M       0.0    88.2    97.8   365.7   670.2   887.7  1018.3  1061.8
(Min)       V      38.6    37.0    36.8    31.3    23.4    15.6     7.8     0.0
DL-Prec.  : M       0.0    17.5    19.4    72.6   133.1   176.4   202.3   210.9
DC(Max)     V       7.7     7.3     7.3     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0    12.6    14.0    52.3    95.9   127.0   145.7   151.9
DC(Min)     V       5.5     5.3     5.3     4.5     3.4     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   126.4   140.1   524.0   960.5  1272.2  1459.3  1521.6
Haunch (Max)V      55.3    53.0    52.7    44.8    33.6    22.4    11.2     0.0
Deck +    : M       0.0    91.0   100.9   377.3   691.5   916.0  1050.7  1095.6
Haunch (Min)V      39.8    38.1    38.0    32.3    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.6     3.4     5.1     6.9     8.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.4     3.7     4.9     6.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    46.5    51.5   192.7   353.2   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.4    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    37.1   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    14.0    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    34.1   127.6   233.9   309.8   355.3   370.5
DW(Max)     V      13.5    12.9    12.8    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    14.8    55.3   101.4   134.2   154.0   160.6
DW(Min)     V       5.8     5.6     5.6     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   390.4   432.9  1610.6  2926.5  3832.8  4372.4  4520.8
            V     218.5   212.1   211.3   189.6   159.8   130.1    88.7    16.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   218.5   212.1   211.3   189.6   161.9   135.5   110.3    86.4
            M      -0.0   385.3   427.0  1561.7  2752.3  3490.1  3808.0  3738.9
Total     : M+      0.0   734.4   814.3  3037.1  5541.5  7297.2  8347.1  8666.8
            V     369.1   356.3   354.8   311.5   251.4   191.2   119.3    16.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   369.1   356.3   354.9   311.6   253.4   196.5   140.9    86.5
            M      -0.0   729.3   808.4  2988.2  5367.3  6954.5  7782.7  7884.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1414.3  1233.0   930.9   507.9   135.8   122.5     0.0
(Max)       V      10.9    21.7    32.6    43.4    51.1    51.3    53.6
Self wt.  : M    1018.3   887.7   670.2   365.7    97.8    88.2     0.0
(Min)       V       7.8    15.6    23.4    31.3    36.8    37.0    38.6
DL-Prec.  : M     202.3   176.4   133.1    72.6    19.4    17.5     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.3     7.3     7.7
DL-Prec.  : M     145.7   127.0    95.9    52.3    14.0    12.6     0.0
DC(Min)     V       1.1     2.2     3.4     4.5     5.3     5.3     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1459.3  1272.2   960.5   524.0   140.1   126.4     0.0
Haunch (Max)V      11.2    22.4    33.6    44.8    52.7    53.0    55.3
Deck +    : M    1050.7   916.0   691.5   377.3   100.9    91.0     0.0
Haunch (Min)V       8.1    16.1    24.2    32.3    38.0    38.1    39.8
Diaphragm : M       6.9     5.1     3.4     1.6     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.7     2.4     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.7   467.9   353.2   192.7    51.5    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.4    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    37.1    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    14.0    14.0    14.7
DL-Comp   : M     355.3   309.8   233.9   127.6    34.1    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.8    12.9    13.5
DL-Comp   : M     154.0   134.2   101.4    55.3    14.8    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.6     5.6     5.8
LL + I    : M+   4372.4  3832.8  2926.5  1610.6   432.9   390.4     0.0
            V      88.7   130.1   159.8   189.6   211.3   212.1   218.5
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   110.3   135.5   161.9   189.6   211.3   212.1   218.5
            M    3808.0  3490.1  2752.3  1561.7   427.0   385.3     0.0
Total     : M+   8347.1  7297.2  5541.5  3037.1   814.3   734.4     0.0
            V     119.3   191.2   251.4   311.5   354.8   356.3   369.1
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   140.9   196.5   253.4   311.6   354.9   356.3   369.1
            M    7782.7  6954.5  5367.3  2988.2   808.4   729.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               53.6             53.6
Deck+Haunch            55.3             55.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.7              7.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0    98.0   108.6   406.3   744.7   986.4  1131.4  1179.7
(Max)       V      42.9    41.1    40.9    34.7    26.1    17.4     8.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    14.0    15.5    58.1   106.5   141.1   161.8   168.8
DC(Max)     V       6.1     5.9     5.8     5.0     3.7     2.5     1.2     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   101.1   112.1   419.2   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    42.2    35.8    26.9    17.9     9.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.3     1.3     2.7     4.1     5.5     6.9
(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    37.2    41.2   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.5    13.2     9.9     6.6     3.3     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    20.5    22.7    85.1   155.9   206.5   236.9   247.0
DW(Max)     V       9.0     8.6     8.6     7.3     5.5     3.6     1.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   218.4   242.1   891.0  1588.4  2073.1  2328.1  2325.0
            V     122.9   119.6   119.2   108.2    93.4    71.0    56.2    24.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.9   119.6   119.2   108.2    93.4    78.7    64.0    49.2
            M       0.0   218.4   242.1   891.0  1588.4  2027.6  2208.8  2131.8
Total     : M+      0.0   489.5   542.7  2015.2  3649.2  4803.3  5460.5  5592.4
            V     241.6   233.3   232.3   204.3   165.6   119.1    80.4    24.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   241.6   233.3   232.3   204.3   165.6   126.8    88.1    49.4
            M       0.0   489.5   542.7  2015.2  3649.2  4757.8  5341.2  5399.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.41  107.67  110.00
Self wt.  : M    1131.4   986.4   744.7   406.3   108.6    98.0     0.0
(Max)       V       8.7    17.4    26.1    34.7    40.9    41.1    42.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     161.8   141.1   106.5    58.1    15.5    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.1
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    1167.4  1017.8   768.4   419.2   112.1   101.1     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    42.2    42.4    44.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.5     4.1     2.7     1.3     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     429.4   374.3   282.6   154.2    41.2    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.5    15.6    16.3
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     236.9   206.5   155.9    85.1    22.7    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.6     8.6     9.0
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+   2328.1  2073.1  1588.4   891.0   242.1   218.4     0.0
            V      56.2    71.0    93.4   108.2   119.2   119.6   122.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.0    78.7    93.4   108.2   119.2   119.6   122.9
            M    2208.8  2027.6  1588.4   891.0   242.1   218.4     0.0
Total     : M+   5460.5  4803.3  3649.2  2015.2   542.7   489.5     0.0
            V      80.4   119.1   165.6   204.3   232.3   233.3   241.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    88.1   126.8   165.6   204.3   232.3   233.3   241.6
            M    5341.2  4757.8  3649.2  2015.2   542.7   489.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.020   0.076   0.138   0.183   0.209   0.218 
Precast-top   -0.023   0.123   0.146   0.796   1.477   1.882   2.151   2.287 
Bottom         0.741   2.952   2.930   2.326   1.692   1.309   1.062   0.943 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.156   0.533   0.944   1.231   1.402   1.461   1.331 
Bottom        -0.125  -0.424  -0.744  -0.964  -1.094  -1.139  -1.040 
 
Prestress
Precast-top   -0.176  -0.398  -0.697  -0.990  -1.134  -1.134  -1.134 
Bottom         3.647   3.814   4.036   4.251   4.355   4.355   4.355 
 
Total
Precast-top   -0.020   0.136   0.247   0.241   0.268   0.326   0.197 
Bottom         3.523   3.390   3.292   3.287   3.261   3.215   3.315 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.59   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.079   0.087   0.320   0.571   0.743   0.834   0.838 
Precast-top   -0.012   0.116   0.134   0.621   1.135   1.457   1.654   1.721 
Bottom         0.370   1.330   1.303   0.571  -0.202  -0.701  -0.985  -1.043 
 

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
    369.1    6.5   58.6    0.954   4.7   6.00e-3 50.0    376.9     1.544    3.840      0.00
      0.0    0.9   58.2     42.0 0.143      28.6 0.87    12.00     0.113    1.740 
Transfer:   3.00
    356.3    6.5   58.6    4.295  21.0  -0.04e-3 28.9    217.5     0.424    1.760      0.00
    729.3    4.1   56.6    189.0 0.136     157.3 4.94    12.00     0.113    1.796 
Critical:   5.36
    343.2    6.5   58.6    4.902  21.0  -0.08e-3 28.7    199.1     0.388    1.760      0.00
   1395.6    4.6   56.3    189.0 0.131     161.2 5.09    12.00     0.113    1.855 
0.1L    :  11.13
    311.6    6.5   58.6    6.369  21.0  -0.07e-3 28.8    166.4     0.328    0.827      0.00
   2988.2    6.0   55.7    189.0 0.120     158.7 5.07    24.00     0.113    1.730 
0.2L    :  22.27
    253.4    6.5   55.4    7.812  21.0  -0.00e-3 29.0    118.7     0.251    0.496      0.00
   5367.3    6.1   52.4    189.0 0.102     141.9 4.81    24.00     0.113    1.411 
0.3L    :  33.40
    196.5    6.5   57.5    7.812  21.0   1.04e-3 32.6    114.7     0.270    0.413      0.00
   6954.5    6.1   54.5    189.0 0.074      82.7 2.70    24.00     0.113    1.280 
0.4L    :  44.53
    140.9    6.5   58.6    7.812   0.0   1.56e-3 34.5     87.4     0.216    0.413      0.00
   7782.7    6.1   55.5    189.0 0.058      69.1 2.21    24.00     0.113    1.510 
0.5L    :  55.67
     86.5    6.5   58.6    7.812   0.0   1.41e-3 33.9     23.3     0.113    0.413      0.00
   7884.9    6.1   55.5    189.0 0.036      72.8 2.33    24.00     0.113    2.530 
0.6L    :  66.80
    140.9    6.5   58.6    7.812   0.0   1.56e-3 34.5     87.4     0.216    0.413      0.00
   7782.7    6.1   55.5    189.0 0.058      69.1 2.21    24.00     0.113    1.510 
0.7L    :  77.93
    196.5    6.5   57.5    7.812  21.0   1.04e-3 32.6    114.7     0.270    0.413      0.00
   6954.5    6.1   54.5    189.0 0.074      82.7 2.70    24.00     0.113    1.280 
0.8L    :  89.07
    253.4    6.5   55.4    7.812  21.0  -0.00e-3 29.0    118.7     0.251    0.496      0.00
   5367.3    6.1   52.4    189.0 0.102     141.9 4.81    24.00     0.113    1.411 
0.9L    : 100.20
    311.6    6.5   58.6    6.369  21.0  -0.07e-3 28.8    166.4     0.328    0.827      0.00
   2988.2    6.0   55.7    189.0 0.120     158.7 5.07    24.00     0.113    1.730 
Critical: 105.97
    343.2    6.5   58.6    4.902  21.0  -0.08e-3 28.7    199.1     0.388    1.760      0.00
   1395.6    4.6   56.3    189.0 0.131     161.2 5.09    12.00     0.113    1.855 
Transfer: 108.33
    356.3    6.5   58.6    4.295  21.0  -0.04e-3 28.9    217.5     0.424    1.760      0.00
    729.3    4.1   56.6    189.0 0.136     157.3 4.94    12.00     0.113    1.796 
Bearing : 110.67
    369.1    6.5   58.6    0.954   4.7   6.00e-3 50.0    376.9     1.544    3.840      0.00
      0.0    0.9   58.2     42.0 0.143      28.6 0.87    12.00     0.113    1.740 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1531.31
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    3.06
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are EXCLUDED from 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
    252.3      4.82     58.65    0.93       58.19    24.00      0.300      0.856      0.000      3.840 
Transfer:      2.33
    244.4      4.80     58.65    4.09       56.61    24.00      0.300      0.849      0.000      1.760 
Critical:      4.69
    236.5      4.66     58.65    4.65       56.33    24.00      0.300      0.805      0.000      1.760 
0.1L    :     10.47
    217.0      4.33     58.65    5.99       55.65    24.00      0.300      0.694      0.000      0.827 
0.2L    :     21.60
    182.4      3.87     55.44    6.13       52.38    24.00      0.300      0.540      0.000      0.496 
0.3L    :     32.73
    149.2      3.04     57.54    6.14       54.47    24.00      0.300      0.264      0.000      0.413 
0.4L    :     43.87
    117.1      2.34     58.58    6.14       55.51    24.00      0.300      0.032      0.000      0.413 
0.5L    :     55.00
     86.4      1.73     58.58    6.14       55.51    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    117.1      2.34     58.58    6.14       55.51    24.00      0.300      0.032      0.000      0.413 
0.7L    :     77.27
    149.2      3.04     57.54    6.14       54.47    24.00      0.300      0.264      0.000      0.413 
0.8L    :     88.40
    182.4      3.87     55.44    6.13       52.38    24.00      0.300      0.540      0.000      0.496 
0.9L    :     99.53
    217.0      4.33     58.65    5.99       55.65    24.00      0.300      0.694      0.000      0.827 
Critical:    105.31
    236.5      4.66     58.65    4.65       56.33    24.00      0.300      0.805      0.000      1.760 
Transfer:    107.67
    244.4      4.80     58.65    4.09       56.61    24.00      0.300      0.849      0.000      1.760 
Bearing :    110.00
    252.3      4.82     58.65    0.93       58.19    24.00      0.300      0.856      0.000      3.840 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
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          :       0.930            1.646            1.932
 
At 0.2 x L = 21.60 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.622            2.866            3.353
 
At 0.3 x L = 32.73 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.090            3.690            4.307
 
At 0.4 x L = 43.87 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.364            4.171            4.861
 
At 0.5 x L = 55.00 ft
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.460            4.339            5.055
 
At 0.6 x L = 66.13 ft
Prestress      :       4.067  1.80      7.320  2.20      8.947
Self Wt.       :      -1.702  1.85     -3.149  2.40     -4.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.364            4.171            4.861
 
At 0.7 x L = 77.27 ft
Prestress      :       3.551  1.80      6.392  2.20      7.812
Self Wt.       :      -1.461  1.85     -2.702  2.40     -3.506
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.090            3.690            4.307
 
At 0.8 x L = 88.40 ft
Prestress      :       2.699  1.80      4.858  2.20      5.938
Self Wt.       :      -1.077  1.85     -1.992  2.40     -2.585
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.622            2.866            3.353
 
At 0.9 x L = 99.53 ft
Prestress      :       1.504  1.80      2.708  2.20      3.309
Self Wt.       :      -0.574  1.85     -1.062  2.40     -1.377
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          :       0.930            1.646            1.932
 

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
   734.4    51.8  5.154  263.0    4.8   4.09   5621.8  0.035T 1.00       -       -     -     -  
H/2     :   2.59
   814.3    51.9  5.234  262.9    4.9   4.15   5708.6  0.034T 1.00       -       -     -     -  
0.1L    :  10.47
  3037.1    53.3  7.643  260.0    7.1   5.99   8337.4  0.023T 1.00       -       -     -     -  
0.2L    :  21.60
  5541.5    55.4  7.812  260.2    7.2   6.13   8870.6  0.022T 1.00    850.2   850.2   10.43    -  
0.3L    :  32.73
  7297.2    57.5  7.812  260.5    7.2   6.14   9237.0  0.022T 1.00    637.8   637.8   14.48    -  
0.4L    :  43.87
  8347.1    58.6  7.812  260.7    7.2   6.14   9420.3  0.022T 1.00    511.8   511.8   18.41    -  
0.5L    :  55.00
  8666.8    58.6  7.812  260.7    7.2   6.14   9420.3  0.022T 1.00    464.2   464.2   20.29    -  
0.6L    :  66.13
  8347.1    58.6  7.812  260.7    7.2   6.14   9420.3  0.022T 1.00    511.8   511.8   18.41    -  
0.7L    :  77.27
  7297.2    57.5  7.812  260.5    7.2   6.14   9237.0  0.022T 1.00    637.8   637.8   14.48    -  
0.8L    :  88.40
  5541.5    55.4  7.812  260.2    7.2   6.13   8870.6  0.022T 1.00    850.2   850.2   10.43    -  
0.9L    :  99.53
  3037.1    53.3  7.643  260.0    7.1   5.99   8337.4  0.023T 1.00   1170.4  1170.4    7.12    -  
H/2     : 107.41
   814.3    51.9  5.234  262.9    4.9   4.15   5708.6  0.034T 1.00       -       -     -     -  
Transfer: 107.67
   734.4    51.8  5.154  263.0    4.8   4.09   5621.8  0.035T 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 1-18; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.073
        M   2.00 Fb     0.137
 
  2   2 E  50.00 Ft     0.378
        M   6.00 Fb     0.087
 
  3   2 E  48.00 Ft     0.667
        M   4.00 Fb     0.052
 
  4   2 E  46.00 Ft     0.938
        M   2.00 Fb     0.031
 
  5   2 E   6.00 Ft     0.889
        M   6.00 Fb     0.264
 
  6   2 E   6.00 Ft     0.841
        M   6.00 Fb     0.498
 
  7   2 E   6.00 Ft     0.792
        M   6.00 Fb     0.731
 
  8   2 E   4.00 Ft     0.726
        M   4.00 Fb     0.978
 
  9   2 E   4.00 Ft     0.660
        M   4.00 Fb     1.226
 
 10   2 E   4.00 Ft     0.595
        M   4.00 Fb     1.473
 
 11   2 E   4.00 Ft     0.529
        M   4.00 Fb     1.721
 
 12   2 E   4.00 Ft     0.463
        M   4.00 Fb     1.968
 
 13   2 E   4.00 Ft     0.397
        M   4.00 Fb     2.216
 
 14   2 E   2.00 Ft     0.314
        M   2.00 Fb     2.477
 
 15   2 E   2.00 Ft     0.230
        M   2.00 Fb     2.738
 
 16   2 E   2.00 Ft     0.147
        M   2.00 Fb     3.000
 
 17   2 E   2.00 Ft     0.064
        M   2.00 Fb     3.261
 
 18   2 E   2.00 Ft    -0.020
        M   2.00 Fb     3.522
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  36
No. of strands, Draped:   6           No. of strands, Straight:  30
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.91 %               Final losses: 12.59 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.523     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.020       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9420.29     8666.83     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   0.218     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.375   2.287     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.375   2.952    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.721     Midspan
    Pre.Bot:                                                             3.000   1.330    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.248  1.80      7.646  2.20      9.345
Self Wt.       :      -1.788  1.85     -3.307  2.40     -4.290
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.460            4.339            5.055
 
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

