 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : Aug/27/2024
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTD135 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 135 feet, girder spacing is 9.04 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) Two steel diaphragm of 0.5 kips is at 20 ft from either side of the beam's centerline.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold-down location is at 0.40*(beam length)
                     (9) The beam lifting and supporting points are both assumed are 5.375 feet and 15 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 8 ksi and 9.5 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_46be.tmp\BTD135-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       43.166
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.000
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 =   3359356.00
 
SPAN DATA
---------
Precast length    , ft =    136.333
Bearing-to-bearing, ft =    135.000
Release span      , ft =    136.333
 
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   8.020
 2               IA-BTD    9.040    748.8   285860.0  54.00  24.64  34.00   9.040
 3               IA-BTD    9.040    748.8   285860.0  54.00  24.64  34.00   9.040
 4               IA-BTD    9.040    748.8   285860.0  54.00  24.64  34.00   9.040
 5               IA-BTD    9.040    748.8   285860.0  54.00  24.64  34.00   8.026
 
 
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      =      9.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5675.610        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      8.000 
Eci ,ksi      =   5362.700
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 0.40L
     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: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
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        0.052    0.00       0.052  135.00   Additional Overhang Load
   1    1    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    1    DC Line        0.075    0.00       0.075  135.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    2    DC Line        0.085    0.00       0.085  135.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    3    DC Line        0.085    0.00       0.085  135.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    4    DC Line        0.085    0.00       0.085  135.00   Sacrificial Wearing Surface
   1    5    DC Line        0.052    0.00       0.052  135.00   Additional Overhang Load
   1    5    DC Line        0.035    0.00       0.035  135.00   Additional Haunch Load
   1    5    DC Line        0.075    0.00       0.075  135.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   48.170
   1    1        0.250   88.170
   1    2        0.500   48.170
   1    2        0.500   88.170
   1    3        0.500   48.170
   1    3        0.500   88.170
   1    4        0.500   48.170
   1    4        0.500   88.170
   1    5        0.250   48.170
   1    5        0.250   88.170
 
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  135.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  135.00   Right Barrier Weight
   1    DW Area        0.020   40.00          -       -    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   0.038*     0.045 NG     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              8.00 ksi 
  Elasticity          5362.7 ksi 
  Max comp              5.20 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.68 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      9.50 ksi    4.00 ksi 
  Elasticity 5675.61 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    5.70 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.28 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    3.80 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.59 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    8.00        9.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    8.00        9.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    8.00        9.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    8.00        9.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    8.00        9.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 58 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 54.53 ft from member end )
 
END PATTERN (Ycg = 13.24 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 in  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 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    2.25   0.1250   1.2500 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670 101.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 101.1660 108.6660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.6660 118.6660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 118.6660 130.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 130.6660 133.1660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 133.1660 133.5830 Yes       
       2 US#6[M19]  60.0  0.88    3.00 133.5830 135.0830 Yes       
       2 US#6[M19]  60.0  0.88    2.25 135.0830 136.2080 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 58 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 54.53 ft from member end )
 
END PATTERN (Ycg = 13.24 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 in  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 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    2.25   0.1250   1.2500 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670 101.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 101.1660 108.6660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.6660 118.6660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 118.6660 130.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 130.6660 133.1660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 133.1660 133.5830 Yes       
       2 US#6[M19]  60.0  0.88    3.00 133.5830 135.0830 Yes       
       2 US#6[M19]  60.0  0.88    2.25 135.0830 136.2080 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 58 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 54.53 ft from member end )
 
END PATTERN (Ycg = 13.24 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 in  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 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    2.25   0.1250   1.2500 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670 101.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 101.1660 108.6660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.6660 118.6660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 118.6660 130.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 130.6660 133.1660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 133.1660 133.5830 Yes       
       2 US#6[M19]  60.0  0.88    3.00 133.5830 135.0830 Yes       
       2 US#6[M19]  60.0  0.88    2.25 135.0830 136.2080 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 58 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 54.53 ft from member end )
 
END PATTERN (Ycg = 13.24 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 in  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 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    2.25   0.1250   1.2500 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670 101.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 101.1660 108.6660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.6660 118.6660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 118.6660 130.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 130.6660 133.1660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 133.1660 133.5830 Yes       
       2 US#6[M19]  60.0  0.88    3.00 133.5830 135.0830 Yes       
       2 US#6[M19]  60.0  0.88    2.25 135.0830 136.2080 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 58 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 54.53 ft from member end )
 
END PATTERN (Ycg = 13.24 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 in  2 @ 40.000 in  2 @ 42.000 in  2 @ 44.000 in 
  2 @ 46.000 in  2 @ 48.000 in  2 @ 50.000 in                
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
  2 @ 10.000 in 2 @ 12.000 in                             
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 8 @  8.000 in 
  2 @ 10.000 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    2.25   0.1250   1.2500 Yes       
       2 US#6[M19]  60.0  0.88    3.00   1.2500   2.7500 Yes       
       2 US#6[M19]  60.0  0.88    5.00   2.7500   3.1670 Yes       
       2 US#6[M19]  60.0  0.88    6.00   3.1670   5.6670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   5.6670  17.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  17.6670  27.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  27.6670  35.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  35.1670 101.1660 Yes       
       2 US#5[M16]  60.0  0.62   15.00 101.1660 108.6660 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.6660 118.6660 Yes       
       2 US#5[M16]  60.0  0.62    9.00 118.6660 130.6660 Yes       
       2 US#6[M19]  60.0  0.88    6.00 130.6660 133.1660 Yes       
       2 US#6[M19]  60.0  0.88    5.00 133.1660 133.5830 Yes       
       2 US#6[M19]  60.0  0.88    3.00 133.5830 135.0830 Yes       
       2 US#6[M19]  60.0  0.88    2.25 135.0830 136.2080 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
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       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.04 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  =  96.240 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       0.052      0.00       0.052  135.00
     DC  Line       0.035      0.00       0.035  135.00
     DC  Line       0.075      0.00       0.075  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    48.17 
      0.25    88.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.333 ft
Release length = 136.333 ft
Design  length = 135.000 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)  : 0.666   (Calculated)    
Live Moment (1  lane  loaded)  : 0.791   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.915   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.013   (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           1322.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           656439 in4#
Ht. of c.g.           =        24.64 in             39.23 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1574.6 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 = 0.7517

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    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    760.9    803.1    803.1    803.1    803.1    803.1    803.1    803.1
  Yb      ,  in    24.46    23.84    23.84    23.74    23.60    23.47    23.34    23.34
  MI(Ixx) , in4   287429   292947   292992   294903   297758   301005   304643   304643
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1333.5   1372.8   1372.8   1372.8   1372.8   1372.8   1372.8   1372.8
  Yb      ,  in    39.01    38.26    38.25    38.20    38.13    38.05    37.98    37.98
  MI(Ixx) , in4   664026   690470   690566   694533   700079   706001   712299   712299

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  58 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 54.53 ft from member end )
END PATTERN (Ycg = 13.24 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 in     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 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     =   12.59 in2      Initial Pull          =     2467.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.591 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.239 ft
Holddown Force        =  29.590 kips     Beam Shrtng (PL/AE)   =      0.937 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)       
---------------------------------------------------------------------------------------
      7909.518         740 5853.043     26.257 106339.961  1640.106     854.541        
 
 
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       2.25       0.1250      1.2500    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670    101.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00     101.1660    108.6660    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.6660    118.6660    Yes
      2      US#5[M16]       60.00        0.62       9.00     118.6660    130.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00     130.6660    133.1660    Yes
      2      US#6[M19]       60.00        0.88       5.00     133.1660    133.5830    Yes
      2      US#6[M19]       60.00        0.88       3.00     133.5830    135.0830    Yes
      2      US#6[M19]       60.00        0.88       2.25     135.0830    136.2080    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.5860 in2       Ycg =  5.38 in
         P_init    =     2467.1 kips  Ecc = 19.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.38 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.834 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.79 ksi    0.00 ksi
    due to Composite Loads                                 -2.87 ksi    0.00 ksi
    due to Live Loads                                      -7.53 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.38 ksi  (10.40 %)             9.19 ksi ( 4.69 %)
Total Prestress Losses                                    29.57 ksi (15.08 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.5 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 : 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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    25.1    27.8   128.3   233.8   309.2   354.4   369.5
DC(Max)     V      10.9    10.6    10.5     8.8     6.6     4.4     2.2     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   123.0   136.5   628.7  1145.7  1514.9  1736.5  1810.3
Haunch (Max)V      53.6    51.8    51.6    43.3    32.5    21.7    10.8     0.0
Diaphragm : M       0.0     0.6     0.6     3.2     6.6    10.0    11.9    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   239.8   266.0  1219.9  2205.8  2890.2  3295.6  3414.1
            V     134.1   130.9   130.5   116.3    54.7    36.1    52.9    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   134.1   130.9   130.5   116.4    98.9    82.6    67.3    52.7
            M       0.0   236.9   262.6  1178.2  2053.7  2595.4  2827.8  2778.7
Total     : M+      0.0   579.8   643.2  2958.0  5373.9  7080.5  8099.2  8421.5
            V     282.3   274.0   273.1   236.1   144.6    96.2    82.8    34.4
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   282.3   274.0   273.1   236.2   188.8   142.7    97.1    52.7
            M       0.0   576.9   639.8  2916.4  5221.7  6785.8  7631.5  7786.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     354.4   309.2   233.8   128.3    27.8    25.1     0.0
DC(Max)     V       2.2     4.4     6.6     8.8    10.5    10.6    10.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1736.5  1514.9  1145.7   628.7   136.5   123.0     0.0
Haunch (Max)V      10.8    21.7    32.5    43.3    51.6    51.8    53.6
Diaphragm : M      11.8    10.2     6.7     3.3     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   3295.6  2890.2  2205.8  1219.8   266.0   239.8     0.0
            V      52.9    36.1    54.7   116.3   130.5   130.9   134.1
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    67.3    82.6    98.9   116.4   130.5   130.9   134.1
            M    2827.8  2595.4  2053.7  1178.2   262.6   236.9     0.0
Total     : M+   8099.2  7080.7  5374.0  2958.1   643.2   579.8     0.0
            V      82.8    96.2   144.6   236.1   273.1   274.0   282.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    97.1   142.7   188.8   236.2   273.1   274.0   282.3
            M    7631.4  6786.0  5221.9  2916.5   639.8   576.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.7             52.7
Deck+Haunch            53.6             53.6
Diaphragm               0.2              0.3
DL-Prec.(DC)           10.9             10.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           54.0             54.0
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    25.1    27.8   128.3   233.8   309.2   354.4   369.5
DC(Max)     V      10.9    10.6    10.5     8.8     6.6     4.4     2.2     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   123.0   136.5   628.7  1145.7  1514.9  1736.5  1810.3
Haunch (Max)V      53.6    51.8    51.6    43.3    32.5    21.7    10.8     0.0
Diaphragm : M       0.0     0.6     0.6     3.2     6.6    10.0    11.9    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   191.9   212.8   975.9  1764.7  2312.2  2636.5  2731.3
            V     107.2   104.7   104.4    93.0    43.7    28.9    42.3    27.5
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   107.2   104.7   104.4    93.1    79.1    66.1    53.8    42.2
            M       0.0   189.5   210.1   942.6  1642.9  2076.3  2262.2  2223.0
Total     : M+      0.0   531.9   590.0  2714.0  4932.7  6502.5  7440.1  7738.7
            V     255.5   247.8   247.0   212.9   133.7    88.9    72.2    27.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   255.5   247.9   247.0   213.0   169.1   126.2    83.7    42.2
            M       0.0   529.5   587.3  2680.7  4811.0  6266.7  7065.9  7230.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     354.4   309.2   233.8   128.3    27.8    25.1     0.0
DC(Max)     V       2.2     4.4     6.6     8.8    10.5    10.6    10.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1736.5  1514.9  1145.7   628.7   136.5   123.0     0.0
Haunch (Max)V      10.8    21.7    32.5    43.3    51.6    51.8    53.6
Diaphragm : M      11.8    10.2     6.7     3.3     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   2636.5  2312.2  1764.7   975.9   212.8   191.9     0.0
            V      42.3    28.9    43.7    93.0   104.4   104.7   107.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.8    66.1    79.1    93.1   104.4   104.7   107.2
            M    2262.2  2076.3  1642.9   942.6   210.1   189.5     0.0
Total     : M+   7440.1  6502.7  4932.9  2714.1   590.0   531.9     0.0
            V      72.2    88.9   133.7   212.9   247.0   247.8   255.5
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    83.7   126.2   169.1   213.0   247.0   247.9   255.5
            M    7065.8  6266.9  4811.1  2680.8   587.3   529.5     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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   150.9   167.4   771.4  1405.7  1858.7  2130.6  2221.2
(Max)       V      65.8    63.5    63.3    53.2    39.9    26.6    13.3     0.0
Self wt.  : M       0.0   108.7   120.5   555.4  1012.1  1338.3  1534.0  1599.2
(Min)       V      47.4    45.7    45.6    38.3    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    31.4    34.8   160.4   292.3   386.5   443.0   461.9
DC(Max)     V      13.7    13.2    13.2    11.1     8.3     5.5     2.8     0.0
DL-Prec.  : M       0.0    22.6    25.1   115.5   210.4   278.3   319.0   332.5
DC(Min)     V       9.9     9.5     9.5     8.0     6.0     4.0     2.0     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   153.8   170.6   785.9  1432.1  1893.6  2170.6  2262.9
Haunch (Max)V      67.0    64.7    64.5    54.2    40.6    27.1    13.5     0.0
Deck +    : M       0.0   110.7   122.8   565.8  1031.1  1363.4  1562.8  1629.3
Haunch (Min)V      48.3    46.6    46.4    39.0    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.7     0.8     4.0     8.2    12.4    14.9    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     2.9     5.9     9.0    10.7    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    57.3    63.5   292.7   533.4   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    24.0    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.2    45.7   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.1    41.2   189.9   346.0   457.5   524.4   546.8
DW(Max)     V      16.2    15.6    15.6    13.1     9.8     6.5     3.3     0.0
DL-Comp   : M       0.0    16.1    17.9    82.3   149.9   198.3   227.3   236.9
DW(Min)     V       7.0     6.8     6.8     5.7     4.3     2.8     1.4     0.0
LL + I    : M+      0.0   419.7   465.5  2134.7  3860.2  5057.8  5767.2  5974.6
            V     234.6   229.0   228.4   203.5    95.7    63.2    92.6    60.1
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   234.6   229.0   228.4   203.7   173.1   144.6   117.7    92.3
            M       0.0   414.6   459.6  2061.9  3593.9  4542.0  4948.6  4862.8
Total     : M+      0.0   850.9   943.9  4339.1  7878.0 10372.0 11859.2 12325.0
            V     422.6   410.6   409.2   355.5   209.7   139.3   130.5    60.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   422.6   410.6   409.2   355.7   287.1   220.8   155.6    92.3
            M       0.0   845.8   938.0  4266.3  7611.7  9856.2 11040.6 11213.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    2130.6  1858.7  1405.7   771.4   167.4   150.9     0.0
(Max)       V      13.3    26.6    39.9    53.2    63.3    63.5    65.8
Self wt.  : M    1534.0  1338.3  1012.1   555.4   120.5   108.7     0.0
(Min)       V       9.6    19.1    28.7    38.3    45.6    45.7    47.4
DL-Prec.  : M     443.0   386.5   292.3   160.4    34.8    31.4     0.0
DC(Max)     V       2.8     5.5     8.3    11.1    13.2    13.2    13.7
DL-Prec.  : M     319.0   278.3   210.4   115.5    25.1    22.6     0.0
DC(Min)     V       2.0     4.0     6.0     8.0     9.5     9.5     9.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2170.6  1893.6  1432.1   785.9   170.6   153.8     0.0
Haunch (Max)V      13.5    27.1    40.6    54.2    64.5    64.7    67.0
Deck +    : M    1562.8  1363.4  1031.1   565.8   122.8   110.7     0.0
Haunch (Min)V       9.8    19.5    29.3    39.0    46.4    46.6    48.3
Diaphragm : M      14.8    12.7     8.4     4.1     0.8     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.7     9.1     6.0     2.9     0.6     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     808.5   705.4   533.4   292.7    63.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    24.0    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    45.7    41.2     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     524.4   457.5   346.0   189.9    41.2    37.1     0.0
DW(Max)     V       3.3     6.5     9.8    13.1    15.6    15.6    16.2
DL-Comp   : M     227.3   198.3   149.9    82.3    17.9    16.1     0.0
DW(Min)     V       1.4     2.8     4.3     5.7     6.8     6.8     7.0
LL + I    : M+   5767.2  5057.8  3860.2  2134.7   465.5   419.7     0.0
            V      92.6    63.2    95.7   203.5   228.4   229.0   234.6
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   117.7   144.6   173.1   203.7   228.4   229.0   234.6
            M    4948.6  4542.0  3593.9  2061.9   459.6   414.6     0.0
Total     : M+  11859.2 10372.3  7878.1  4339.2   943.9   850.9     0.0
            V     130.5   139.4   209.7   355.5   409.2   410.6   422.6
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   155.6   220.8   287.1   355.7   409.2   410.6   422.6
            M   11040.5  9856.4  7611.8  4266.3   938.0   845.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.8             65.8
Deck+Haunch            67.0             67.0
Diaphragm               0.3              0.3
DL-Prec.(DC)           13.7             13.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           81.0             81.0
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     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    25.1    27.8   128.3   233.8   309.2   354.4   369.5
DC(Max)     V      10.9    10.6    10.5     8.8     6.6     4.4     2.2     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   123.0   136.5   628.7  1145.7  1514.9  1736.5  1810.3
Haunch (Max)V      53.6    51.8    51.6    43.3    32.5    21.7    10.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     3.2     6.6    10.0    11.9    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     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    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     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   225.4   250.0  1136.6  2026.9  2649.9  2988.2  3014.1
            V     127.0   124.3   124.0   112.3    97.6    73.6    59.0    44.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.0   124.3   124.0   112.3    97.6    82.9    68.3    53.6
            M       0.0   225.4   250.0  1136.6  2026.9  2604.7  2870.1  2823.1
Total     : M+      0.0   565.4   627.2  2874.8  5194.9  6840.3  7791.9  8021.5
            V     275.2   267.5   266.6   232.1   187.5   133.7    88.9    44.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   275.2   267.5   266.6   232.1   187.5   143.0    98.2    53.6
            M       0.0   565.4   627.2  2874.8  5194.9  6795.1  7673.8  7830.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
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     354.4   309.2   233.8   128.3    27.8    25.1     0.0
DC(Max)     V       2.2     4.4     6.6     8.8    10.5    10.6    10.9
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    1736.5  1514.9  1145.7   628.7   136.5   123.0     0.0
Haunch (Max)V      10.8    21.7    32.5    43.3    51.6    51.8    53.6
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      11.8    10.2     6.7     3.3     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
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+   2988.2  2649.9  2026.9  1136.6   250.0   225.4     0.0
            V      59.0    73.6    97.6   112.3   124.0   124.3   127.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.3    82.9    97.6   112.3   124.0   124.3   127.0
            M    2870.1  2604.7  2026.9  1136.6   250.0   225.4     0.0
Total     : M+   7791.8  6840.5  5195.1  2874.8   627.2   565.4     0.0
            V      88.9   133.7   187.6   232.1   266.6   267.5   275.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    98.2   143.0   187.6   232.1   266.6   267.5   275.2
            M    7673.7  6795.3  5195.1  2874.8   627.2   565.4     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.031   0.034   0.158   0.286   0.376   0.428   0.446
Bottom        -0.000  -0.025  -0.027  -0.124  -0.222  -0.289  -0.326  -0.340
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.008   0.012   0.014   0.014
Bottom        -0.000  -0.001  -0.001  -0.003  -0.006  -0.010  -0.011  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.152   0.169   0.774   1.403   1.844   2.097   2.186
Bottom        -0.000  -0.120  -0.133  -0.607  -1.090  -1.417  -1.596  -1.664
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.016   0.073   0.133   0.174   0.199   0.207
Precast-top   -0.000   0.013   0.014   0.064   0.116   0.153   0.175   0.182
Bottom        -0.000  -0.030  -0.034  -0.155  -0.279  -0.365  -0.414  -0.431
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.009   0.040   0.072   0.094   0.107   0.112
Precast-top   -0.000   0.007   0.008   0.035   0.063   0.083   0.094   0.098
Bottom        -0.000  -0.016  -0.018  -0.084  -0.151  -0.197  -0.224  -0.233
 
LL+I(+)
Topping-top   -0.000   0.075   0.083   0.381   0.686   0.893   1.013   1.049
Precast-top   -0.000   0.066   0.073   0.333   0.600   0.783   0.889   0.921
Bottom        -0.000  -0.159  -0.177  -0.805  -1.442  -1.869  -2.109  -2.185
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.097   0.108   0.494   0.890   1.162   1.319   1.368 
Precast-top    0.071   0.650   0.688   2.057   3.401   4.233   4.563   4.801 
Bottom         1.074   4.079   4.033   2.398   0.788  -0.227  -0.683  -0.934 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.025   0.113   0.204   0.269   0.306   0.319 
Precast-top    0.071   0.585   0.616   1.724   2.800   3.449   3.674   3.880 
Bottom         1.074   4.238   4.210   3.203   2.230   1.642   1.426   1.250 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.031   0.034   0.158   0.286   0.376   0.428   0.446
Bottom        -0.000  -0.025  -0.027  -0.124  -0.222  -0.289  -0.326  -0.340
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.008   0.012   0.014   0.014
Bottom        -0.000  -0.001  -0.001  -0.003  -0.006  -0.010  -0.011  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.152   0.169   0.774   1.403   1.844   2.097   2.186
Bottom        -0.000  -0.120  -0.133  -0.607  -1.090  -1.417  -1.596  -1.664
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.016   0.073   0.133   0.174   0.199   0.207
Precast-top   -0.000   0.013   0.014   0.064   0.116   0.153   0.175   0.182
Bottom        -0.000  -0.030  -0.034  -0.155  -0.279  -0.365  -0.414  -0.431
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.009   0.040   0.072   0.094   0.107   0.112
Precast-top   -0.000   0.007   0.008   0.035   0.063   0.083   0.094   0.098
Bottom        -0.000  -0.016  -0.018  -0.084  -0.151  -0.197  -0.224  -0.233
 
LL+I(+)
Topping-top   -0.000   0.060   0.067   0.305   0.548   0.715   0.810   0.839
Precast-top   -0.000   0.052   0.058   0.266   0.480   0.627   0.711   0.737
Bottom        -0.000  -0.128  -0.141  -0.644  -1.153  -1.496  -1.687  -1.748
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.091   0.418   0.753   0.983   1.116   1.159 
Precast-top    0.071   0.637   0.674   1.990   3.281   4.076   4.385   4.617 
Bottom         1.074   4.111   4.069   2.559   1.077   0.146  -0.261  -0.497 
 

 
 
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   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.071   0.078   0.355   0.630   0.819   0.918   0.926
Precast-top   -0.000   0.062   0.068   0.310   0.551   0.718   0.806   0.813
Bottom        -0.000  -0.150  -0.166  -0.750  -1.325  -1.714  -1.912  -1.929
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.082   0.091   0.411   0.732   0.954   1.071   1.086 
Precast-top    0.036   0.354   0.376   1.172   1.952   2.443   2.643   2.753 
Bottom         0.537   1.969   1.939   0.851  -0.210  -0.893  -1.199  -1.304 
 

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
    422.6    6.5   57.3    1.529   5.7   6.00e-3 50.0    432.7     1.825    4.693      0.00
      0.0    1.6   56.5     42.0 0.133      31.2 0.87    12.00     0.127    1.870 
Transfer:   3.00
    410.6    6.5   57.3    6.881  25.5  -0.13e-3 28.5    248.6     0.502    2.112      0.00
    845.8    6.8   53.9    189.0 0.129     182.1 5.34    12.00     0.127    1.879 
Critical:   5.09
    399.5    6.5   57.3    7.760  25.5  -0.18e-3 28.4    231.8     0.472    1.760      0.00
   1545.0    8.5   53.1    189.0 0.128     186.6 5.55    12.00     0.127    1.903 
0.1L    :  13.63
    355.7    6.5   56.2   10.416  25.5  -0.15e-3 28.5    195.7     0.419    0.827      0.00
   4266.3   15.4   50.6    189.0 0.118     174.0 5.43    24.00     0.127    1.481 
0.2L    :  27.27
    287.1    6.5   52.9   12.586  25.5  -0.05e-3 28.8    143.3     0.331    0.620      0.00
   7611.7   15.7   47.6    189.0 0.100     150.3 4.98    24.00     0.127    1.392 
0.3L    :  40.90
    220.8    6.5   54.9   12.586  25.5   0.59e-3 31.0    115.5     0.281    0.413      0.00
   9856.2   15.9   49.4    189.0 0.072     104.4 3.34    24.00     0.127    1.221 
0.4L    :  54.53
    155.6    6.5   56.9   12.586   0.0   1.02e-3 32.6     84.7     0.211    0.413      0.00
  11040.6   16.2   51.2    189.0 0.055      88.2 2.72    24.00     0.127    1.468 
0.5L    :  68.17
     92.3    6.5   56.9   12.586   0.0   0.95e-3 32.3     11.9     0.127    0.413      0.00
  11213.2   16.2   51.2    189.0 0.032      90.7 2.80    24.00     0.127    2.513 
0.6L    :  81.80
    155.6    6.5   56.9   12.586   0.0   1.02e-3 32.6     84.7     0.211    0.413      0.00
  11040.5   16.2   51.2    189.0 0.055      88.2 2.72    24.00     0.127    1.468 
0.7L    :  95.43
    220.8    6.5   54.9   12.586  25.5   0.59e-3 31.1    115.5     0.281    0.413      0.00
   9856.4   15.9   49.4    189.0 0.072     104.4 3.33    24.00     0.127    1.221 
0.8L    : 109.07
    287.1    6.5   52.9   12.586  25.5  -0.05e-3 28.8    143.3     0.331    0.620      0.00
   7611.8   15.7   47.6    189.0 0.100     150.3 4.98    24.00     0.127    1.392 
0.9L    : 122.70
    355.7    6.5   56.2   10.416  25.5  -0.15e-3 28.5    195.7     0.419    0.827      0.00
   4266.3   15.4   50.6    189.0 0.118     174.0 5.43    24.00     0.127    1.481 
Critical: 131.25
    399.5    6.5   57.3    7.760  25.5  -0.18e-3 28.4    231.8     0.472    1.760      0.00
   1545.0    8.5   53.1    189.0 0.128     186.6 5.55    12.00     0.127    1.903 
Transfer: 133.33
    410.6    6.5   57.3    6.881  25.5  -0.13e-3 28.5    248.6     0.502    2.112      0.00
    845.8    6.8   53.9    189.0 0.129     182.1 5.34    12.00     0.127    1.879 
Bearing : 135.67
    422.6    6.5   57.3    1.529   5.7   6.00e-3 50.0    432.7     1.825    4.693      0.00
      0.0    1.6   56.5     42.0 0.133      31.2 0.87    12.00     0.127    1.870 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    422.6      8.31     57.29    1.57       56.51    24.00      0.300      2.020      0.000      4.693 
Transfer:      2.33
    410.6      8.47     57.29    6.83       53.88    24.00      0.300      2.073      0.014      2.112 
Critical:      4.42
    399.8      8.37     57.29    8.47       53.06    24.00      0.300      2.041      0.000      1.760 
0.1L    :     12.97
    355.7      8.14     56.23   15.37       48.54    24.00      0.300      1.964      0.000      0.827 
0.2L    :     26.60
    287.1      7.07     52.94   15.66       45.11    24.00      0.300      1.608      0.000      0.620 
0.3L    :     40.23
    220.8      5.23     54.91   15.94       46.93    24.00      0.300      0.992      0.000      0.413 
0.4L    :     53.87
    155.6      3.55     56.87   16.21       48.77    24.00      0.300      0.432      0.000      0.413 
0.5L    :     67.50
     92.3      2.10     56.87   16.21       48.77    24.00      0.300      0.000      0.000      0.413 
0.6L    :     81.13
    155.6      3.55     56.87   16.21       48.77    24.00      0.300      0.432      0.000      0.413 
0.7L    :     94.77
    220.8      5.23     54.91   15.94       46.93    24.00      0.300      0.992      0.000      0.413 
0.8L    :    108.40
    287.1      7.07     52.94   15.66       45.11    24.00      0.300      1.608      0.000      0.620 
0.9L    :    122.03
    355.7      8.14     56.23   15.37       48.54    24.00      0.300      1.964      0.000      0.827 
Critical:    130.58
    399.8      8.37     57.29    8.47       53.06    24.00      0.300      2.041      0.000      1.760 
Transfer:    132.67
    410.6      8.47     57.29    6.83       53.88    24.00      0.300      2.073      0.014      2.112 
Bearing :    135.00
    422.6      8.31     57.29    1.57       56.51    24.00      0.300      2.020      0.000      4.693 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
Deck + Haunch  :                       -1.071  2.30     -2.464
DL-Prec. (DC)  :                       -0.219  3.00     -0.656
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.169  3.00     -0.508
DL-Comp. (DW)  :                       -0.092  3.00     -0.275
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 26.60 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                       -2.061  2.30     -4.739
DL-Prec. (DC)  :                       -0.421  3.00     -1.262
Diaphragm      :                       -0.013  3.00     -0.040
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.326  3.00     -0.979
DL-Comp. (DW)  :                       -0.176  3.00     -0.529
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 40.23 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                       -2.814  2.30     -6.472
DL-Prec. (DC)  :                       -0.574  3.00     -1.723
Diaphragm      :                       -0.018  3.00     -0.055
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.447  3.00     -1.341
DL-Comp. (DW)  :                       -0.242  3.00     -0.725
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 53.87 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
Deck + Haunch  :                       -3.268  2.30     -7.516
DL-Prec. (DC)  :                       -0.667  3.00     -2.001
Diaphragm      :                       -0.021  3.00     -0.064
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.521  3.00     -1.562
DL-Comp. (DW)  :                       -0.281  3.00     -0.844
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 67.50 ft
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
Deck + Haunch  :                       -3.435  2.30     -7.900
DL-Prec. (DC)  :                       -0.701  3.00     -2.103
Diaphragm      :                       -0.023  3.00     -0.068
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.547  3.00     -1.642
DL-Comp. (DW)  :                       -0.296  3.00     -0.887
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 81.13 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
Deck + Haunch  :                       -3.268  2.30     -7.516
DL-Prec. (DC)  :                       -0.667  3.00     -2.001
Diaphragm      :                       -0.021  3.00     -0.064
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.521  3.00     -1.562
DL-Comp. (DW)  :                       -0.281  3.00     -0.844
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 94.77 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                       -2.814  2.30     -6.472
DL-Prec. (DC)  :                       -0.574  3.00     -1.723
Diaphragm      :                       -0.018  3.00     -0.055
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.447  3.00     -1.341
DL-Comp. (DW)  :                       -0.242  3.00     -0.725
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 108.40 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                       -2.061  2.30     -4.739
DL-Prec. (DC)  :                       -0.421  3.00     -1.262
Diaphragm      :                       -0.013  3.00     -0.040
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.326  3.00     -0.979
DL-Comp. (DW)  :                       -0.176  3.00     -0.529
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 122.03 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
Deck + Haunch  :                       -1.071  2.30     -2.464
DL-Prec. (DC)  :                       -0.219  3.00     -0.656
Diaphragm      :                       -0.007  3.00     -0.021
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.169  3.00     -0.508
DL-Comp. (DW)  :                       -0.092  3.00     -0.275
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
   850.9    49.4  8.676  257.7    8.0   6.83   8575.6  0.019T 1.00       -       -     -     -  
H/2     :   2.59
   943.9    49.5  8.810  257.5    8.2   6.93   8699.8  0.019T 1.00       -       -     -     -  
0.1L    :  12.97
  4339.1    51.0 12.586  243.2   18.1  15.37  11733.2  0.007T 1.00   9108.0  5771.0    1.29    -  
0.2L    :  26.60
  7878.0    52.9 12.586  243.7   18.4  15.66  12254.5  0.007T 1.00   9163.9  9163.9    1.34    -  
0.3L    :  40.23
 10372.0    54.9 12.586  244.2   18.8  15.94  12777.0  0.007T 1.00   9380.4  9380.4    1.36    -  
0.4L    :  53.87
 11859.2    56.9 12.586  244.6   19.1  16.21  13300.5  0.006T 1.00   9750.8  9750.8    1.36    -  
0.5L    :  67.50
 12325.0    56.9 12.586  244.6   19.1  16.21  13300.5  0.006T 1.00   9680.3  9680.3    1.37    -  
0.6L    :  81.13
 11859.2    56.9 12.586  244.6   19.1  16.21  13300.5  0.006T 1.00   9750.8  9750.8    1.36    -  
0.7L    :  94.77
 10372.3    54.9 12.586  244.2   18.8  15.94  12777.0  0.007T 1.00   9380.3  9380.3    1.36    -  
0.8L    : 108.40
  7878.1    52.9 12.586  243.7   18.4  15.66  12254.5  0.007T 1.00   9163.8  9163.8    1.34    -  
0.9L    : 122.03
  4339.2    51.0 12.586  243.2   18.1  15.37  11733.2  0.007T 1.00   9108.0  5771.1    1.29    -  
H/2     : 132.41
   943.9    49.5  8.810  257.5    8.2   6.93   8699.8  0.019T 1.00       -       -     -     -  
Transfer: 132.67
   850.9    49.4  8.676  257.7    8.0   6.83   8575.6  0.019T 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 1-29; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.108
        M   2.00 Fb     0.105
 
  2   2 E  50.00 Ft     0.424
        M  12.00 Fb     0.044
 
  3   2 E  48.00 Ft     0.724
        M  10.00 Fb    -0.003
 
  4   2 E  46.00 Ft     1.005
        M   8.00 Fb    -0.036
 
  5   2 E  44.00 Ft     1.269
        M   6.00 Fb    -0.055
 
  6   2 E  42.00 Ft     1.516
        M   4.00 Fb    -0.060
 
  7   2 E  40.00 Ft     1.745
        M   2.00 Fb    -0.052
 
  8   2 E  10.00 Ft     1.730
        M  10.00 Fb     0.150
 
  9   2 E   8.00 Ft     1.697
        M   8.00 Fb     0.365
 
 10   2 E   8.00 Ft     1.664
        M   8.00 Fb     0.581
 
 11   2 E   8.00 Ft     1.632
        M   8.00 Fb     0.797
 
 12   2 E   8.00 Ft     1.599
        M   8.00 Fb     1.012
 
 13   2 E   6.00 Ft     1.548
        M   6.00 Fb     1.242
 
 14   2 E   6.00 Ft     1.498
        M   6.00 Fb     1.471
 
 15   2 E   6.00 Ft     1.448
        M   6.00 Fb     1.700
 
 16   2 E   6.00 Ft     1.398
        M   6.00 Fb     1.930
 
 17   2 E   6.00 Ft     1.347
        M   6.00 Fb     2.159
 
 18   2 E   6.00 Ft     1.297
        M   6.00 Fb     2.389
 
 19   2 E   4.00 Ft     1.229
        M   4.00 Fb     2.632
 
 20   2 E   4.00 Ft     1.161
        M   4.00 Fb     2.875
 
 21   2 E   4.00 Ft     1.093
        M   4.00 Fb     3.119
 
 22   2 E   4.00 Ft     1.026
        M   4.00 Fb     3.362
 
 23   2 E   4.00 Ft     0.958
        M   4.00 Fb     3.605
 
 24   2 E   4.00 Ft     0.890
        M   4.00 Fb     3.849
 
 25   2 E   2.00 Ft     0.804
        M   2.00 Fb     4.106
 
 26   2 E   2.00 Ft     0.719
        M   2.00 Fb     4.363
 
 27   2 E   2.00 Ft     0.634
        M   2.00 Fb     4.620
 
 28   2 E   2.00 Ft     0.548
        M   2.00 Fb     4.877
 
 29   2 E   2.00 Ft     0.463
        M   2.00 Fb     5.134
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  58
No. of strands, Draped:  12           No. of strands, Straight:  46
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.40 %               Final losses: 15.08 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.134     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.463       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13300.55    12325.04     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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   1.368     Midspan    1.800   0.319     Midspan
    Pre.Top:   5.700   4.801     Midspan    4.275   3.880     Midspan
    Pre.Bot:   5.700   4.079    Transfer    4.275   4.238    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.071     Bearing
    Pre.Bot:  -0.586  -0.497     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.753     Midspan
    Pre.Bot:                                                             3.800   1.969    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
Deck + Haunch  :                       -3.435  2.30     -7.900
DL-Prec. (DC)  :                       -0.701  3.00     -2.103
Diaphragm      :                       -0.023  3.00     -0.068
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.547  3.00     -1.642
DL-Comp. (DW)  :                       -0.296  3.00     -0.887
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       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 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  = 108.480 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  135.00
     DC  Line       0.085      0.00       0.085  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    48.17 
      0.50    88.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.333 ft
Release length = 136.333 ft
Design  length = 135.000 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)  : 0.680   (Calculated)    
Live Moment (1  lane  loaded)  : 0.459   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.152   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.926   (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           1393.5 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           681592 in4#
Ht. of c.g.           =        24.64 in             40.21 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1673.5 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 = 0.7517

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    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    760.9    803.1    803.1    803.1    803.1    803.1    803.1    803.1
  Yb      ,  in    24.46    23.84    23.84    23.74    23.60    23.47    23.34    23.34
  MI(Ixx) , in4   287429   292947   292992   294903   297758   301005   304643   304643
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1404.8   1444.1   1444.1   1444.1   1444.1   1444.1   1444.1   1444.1
  Yb      ,  in    39.99    39.25    39.25    39.20    39.13    39.06    38.99    38.99
  MI(Ixx) , in4   689763   718263   718363   722481   728225   734346   740844   740844

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  58 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 54.53 ft from member end )
END PATTERN (Ycg = 13.24 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 in     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 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     =   12.59 in2      Initial Pull          =     2467.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.292 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.116 ft
Holddown Force        =  29.590 kips     Beam Shrtng (PL/AE)   =      0.937 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)       
---------------------------------------------------------------------------------------
      7909.518         740 5853.043     26.257 106339.961  1640.106     854.541        
 
 
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       2.25       0.1250      1.2500    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670    101.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00     101.1660    108.6660    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.6660    118.6660    Yes
      2      US#5[M16]       60.00        0.62       9.00     118.6660    130.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00     130.6660    133.1660    Yes
      2      US#6[M19]       60.00        0.88       5.00     133.1660    133.5830    Yes
      2      US#6[M19]       60.00        0.88       3.00     133.5830    135.0830    Yes
      2      US#6[M19]       60.00        0.88       2.25     135.0830    136.2080    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.5860 in2       Ycg =  5.38 in
         P_init    =     2467.1 kips  Ecc = 19.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.38 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.834 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.28 ksi    0.00 ksi
    due to Composite Loads                                 -2.84 ksi    0.00 ksi
    due to Live Loads                                      -6.43 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.38 ksi  (10.40 %)             9.82 ksi ( 5.01 %)
Total Prestress Losses                                    30.20 ksi (15.41 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 165.8 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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
Deck +    : M       0.0   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     0.0
Diaphragm : M       0.0     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   206.4   228.9  1049.8  1898.3  2487.2  2836.0  2938.0
            V     152.4   148.8   148.4   132.2    62.1    41.1    60.2    39.1
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   152.4   148.8   148.4   132.3   112.5    94.0    76.5    60.0
            M       0.0   203.9   226.0  1013.9  1767.3  2233.5  2433.5  2391.3
Total     : M+      0.0   555.7   616.4  2835.7  5154.2  6795.0  7774.8  8085.8
            V     304.7   295.9   294.9   255.4   154.6   102.9    90.8    39.1
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   304.7   295.9   294.9   255.5   204.9   155.8   107.1    60.0
            M       0.0   553.2   613.5  2799.9  5023.2  6541.3  7372.3  7539.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     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
Deck +    : M    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
Diaphragm : M      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   2836.0  2487.2  1898.3  1049.8   228.9   206.4     0.0
            V      60.2    41.1    62.1   132.2   148.4   148.8   152.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.5    94.0   112.5   132.3   148.4   148.8   152.4
            M    2433.5  2233.5  1767.3  1013.9   226.0   203.9     0.0
Total     : M+   7774.7  6795.4  5154.4  2835.9   616.4   555.7     0.0
            V      90.8   102.9   154.6   255.4   294.9   295.9   304.7
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   107.1   155.8   204.9   255.5   294.9   295.9   304.7
            M    7372.1  6541.7  5023.5  2800.0   613.5   553.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.7             52.7
Deck+Haunch            60.3             60.3
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.1              8.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           54.0             54.0
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
Deck +    : M       0.0   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     0.0
Diaphragm : M       0.0     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   165.1   183.1   839.8  1518.6  1989.8  2268.8  2350.4
            V     121.9   119.0   118.7   105.8    49.7    32.9    48.1    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.9   119.0   118.7   105.9    90.0    75.2    61.2    48.0
            M       0.0   163.1   180.8   811.2  1413.9  1786.8  1946.8  1913.0
Total     : M+      0.0   514.4   570.6  2625.8  4774.5  6297.5  7207.6  7498.1
            V     274.3   266.1   265.2   228.9   142.2    94.7    78.8    31.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   274.3   266.1   265.2   229.0   182.4   137.0    91.8    48.0
            M       0.0   512.4   568.3  2597.1  4669.8  6094.6  6885.6  7060.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     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
Deck +    : M    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
Diaphragm : M      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   2268.8  1989.8  1518.6   839.8   183.1   165.1     0.0
            V      48.1    32.9    49.7   105.8   118.7   119.0   121.9
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    61.2    75.2    90.0   105.9   118.7   119.0   121.9
            M    1946.8  1786.8  1413.9   811.2   180.8   163.1     0.0
Total     : M+   7207.5  6297.9  4774.8  2625.9   570.7   514.4     0.0
            V      78.8    94.7   142.2   229.0   265.2   266.1   274.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.8   137.0   182.5   229.0   265.2   266.1   274.3
            M    6885.4  6095.0  4670.0  2597.3   568.3   512.4     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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   150.9   167.4   771.4  1405.7  1858.7  2130.6  2221.2
(Max)       V      65.8    63.5    63.3    53.2    39.9    26.6    13.3     0.0
Self wt.  : M       0.0   108.7   120.5   555.4  1012.1  1338.3  1534.0  1599.2
(Min)       V      47.4    45.7    45.6    38.3    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    23.2    25.7   118.4   215.8   285.4   327.1   341.0
DC(Max)     V      10.1     9.8     9.7     8.2     6.1     4.1     2.0     0.0
DL-Prec.  : M       0.0    16.7    18.5    85.3   155.4   205.5   235.5   245.5
DC(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   172.9   191.8   883.6  1610.2  2129.1  2440.5  2544.3
Haunch (Max)V      75.4    72.8    72.5    60.9    45.7    30.5    15.2     0.0
Deck +    : M       0.0   124.5   138.1   636.2  1159.3  1533.0  1757.1  1831.9
Haunch (Min)V      54.3    52.4    52.2    43.9    32.9    21.9    11.0     0.0
Diaphragm : M       0.0     1.4     1.6     8.0    16.5    24.9    29.8    29.7
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.0     1.2     5.8    11.9    17.9    21.4    21.4
(Min)       V       0.4     0.4     0.4     0.4     0.4     0.4     0.0     0.0
DL-Comp   : M       0.0    57.3    63.5   292.7   533.4   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    24.0    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.2    45.7   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.1    41.2   189.9   346.0   457.5   524.4   546.8
DW(Max)     V      16.2    15.6    15.6    13.1     9.8     6.5     3.3     0.0
DL-Comp   : M       0.0    16.1    17.9    82.3   149.9   198.3   227.3   236.9
DW(Min)     V       7.0     6.8     6.8     5.7     4.3     2.8     1.4     0.0
LL + I    : M+      0.0   361.2   400.6  1837.1  3322.0  4352.6  4963.1  5141.5
            V     266.7   260.4   259.7   231.4   108.8    71.9   105.3    68.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   266.7   260.4   259.7   231.6   196.8   164.4   133.8   104.9
            M       0.0   356.8   395.5  1774.4  3092.8  3908.7  4258.6  4184.7
Total     : M+      0.0   804.0   891.9  4101.2  7449.5  9813.6 11223.9 11667.3
            V     459.8   446.8   445.4   387.5   226.0   150.2   144.2    68.4
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   459.8   446.9   445.4   387.7   314.0   242.8   172.7   104.9
            M       0.0   799.6   886.8  4038.5  7220.4  9369.7 10519.5 10710.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    2130.6  1858.7  1405.7   771.4   167.4   150.9     0.0
(Max)       V      13.3    26.6    39.9    53.2    63.3    63.5    65.8
Self wt.  : M    1534.0  1338.3  1012.1   555.4   120.5   108.7     0.0
(Min)       V       9.6    19.1    28.7    38.3    45.6    45.7    47.4
DL-Prec.  : M     327.1   285.4   215.8   118.4    25.7    23.2     0.0
DC(Max)     V       2.0     4.1     6.1     8.2     9.7     9.8    10.1
DL-Prec.  : M     235.5   205.5   155.4    85.3    18.5    16.7     0.0
DC(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2440.5  2129.1  1610.2   883.6   191.8   172.9     0.0
Haunch (Max)V      15.2    30.5    45.7    60.9    72.5    72.8    75.4
Deck +    : M    1757.1  1533.0  1159.3   636.2   138.1   124.5     0.0
Haunch (Min)V      11.0    21.9    32.9    43.9    52.2    52.4    54.3
Diaphragm : M      29.6    25.4    16.8     8.2     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      21.3    18.3    12.1     5.9     1.2     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     808.5   705.4   533.4   292.7    63.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    24.0    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    45.7    41.2     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     524.4   457.5   346.0   189.9    41.2    37.1     0.0
DW(Max)     V       3.3     6.5     9.8    13.1    15.6    15.6    16.2
DL-Comp   : M     227.3   198.3   149.9    82.3    17.9    16.1     0.0
DW(Min)     V       1.4     2.8     4.3     5.7     6.8     6.8     7.0
LL + I    : M+   4963.1  4352.6  3322.0  1837.1   400.6   361.2     0.0
            V     105.3    71.9   108.8   231.4   259.7   260.4   266.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.8   164.4   196.8   231.6   259.7   260.4   266.7
            M    4258.6  3908.7  3092.8  1774.4   395.5   356.8     0.0
Total     : M+  11223.8  9814.1  7449.9  4101.3   891.9   804.0     0.0
            V     144.2   150.3   226.0   387.6   445.4   446.8   459.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.7   242.8   314.0   387.7   445.4   446.9   459.8
            M   10519.3  9370.2  7220.7  4038.7   886.8   799.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.8             65.8
Deck+Haunch            75.4             75.4
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.1             10.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           81.0             81.0
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     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    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
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   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     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     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     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    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   130.8   145.0   659.4  1175.9  1537.4  1733.6  1748.6
            V     116.0   113.6   113.3   102.6    89.2    67.3    53.9    40.5
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   116.0   113.6   113.3   102.6    89.2    75.8    62.4    49.0
            M       0.0   130.8   145.0   659.4  1175.9  1511.1  1665.1  1637.8
Total     : M+      0.0   480.1   532.5  2445.4  4431.8  5845.2  6672.4  6896.4
            V     268.3   260.7   259.8   225.8   181.7   129.1    84.5    40.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.3   260.7   259.8   225.8   181.7   137.6    93.0    49.0
            M       0.0   480.1   532.5  2445.4  4431.8  5818.9  6603.9  6785.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
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     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     7.8     8.1
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    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
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      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
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+   1733.6  1537.4  1175.9   659.4   145.0   130.8     0.0
            V      53.9    67.3    89.2   102.6   113.3   113.6   116.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.4    75.8    89.2   102.6   113.3   113.6   116.0
            M    1665.1  1511.1  1175.9   659.4   145.0   130.8     0.0
Total     : M+   6672.3  5845.6  4432.1  2445.5   532.6   480.1     0.0
            V      84.5   129.1   181.7   225.8   259.8   260.7   268.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.0   137.6   181.7   225.8   259.8   260.7   268.3
            M    6603.7  5819.3  4432.1  2445.5   532.6   480.1     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.025   0.117   0.211   0.278   0.316   0.329
Bottom        -0.000  -0.018  -0.020  -0.092  -0.164  -0.214  -0.241  -0.251
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.002   0.008   0.016   0.025   0.029   0.029
Bottom        -0.000  -0.001  -0.001  -0.006  -0.013  -0.019  -0.022  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.171   0.190   0.871   1.578   2.073   2.358   2.458
Bottom        -0.000  -0.135  -0.150  -0.683  -1.225  -1.594  -1.795  -1.871
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.067   0.122   0.161   0.183   0.191
Precast-top   -0.000   0.011   0.013   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.030  -0.033  -0.152  -0.275  -0.360  -0.408  -0.426
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.036   0.066   0.087   0.099   0.103
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.016  -0.018  -0.082  -0.149  -0.195  -0.221  -0.230
 
LL+I(+)
Topping-top   -0.000   0.060   0.066   0.302   0.544   0.709   0.803   0.832
Precast-top   -0.000   0.051   0.056   0.258   0.465   0.607   0.690   0.714
Bottom        -0.000  -0.135  -0.150  -0.683  -1.224  -1.587  -1.791  -1.855
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.089   0.406   0.732   0.956   1.085   1.126 
Precast-top    0.071   0.645   0.683   2.031   3.356   4.176   4.500   4.736 
Bottom         1.074   4.095   4.051   2.477   0.928  -0.048  -0.481  -0.726 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.023   0.104   0.188   0.248   0.282   0.294 
Precast-top    0.071   0.594   0.626   1.773   2.891   3.569   3.810   4.022 
Bottom         1.074   4.230   4.201   3.160   2.152   1.539   1.310   1.130 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.025   0.117   0.211   0.278   0.316   0.329
Bottom        -0.000  -0.018  -0.020  -0.092  -0.164  -0.214  -0.241  -0.251
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.002   0.008   0.016   0.025   0.029   0.029
Bottom        -0.000  -0.001  -0.001  -0.006  -0.013  -0.019  -0.022  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.171   0.190   0.871   1.578   2.073   2.358   2.458
Bottom        -0.000  -0.135  -0.150  -0.683  -1.225  -1.594  -1.795  -1.871
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.067   0.122   0.161   0.183   0.191
Precast-top   -0.000   0.011   0.013   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.030  -0.033  -0.152  -0.275  -0.360  -0.408  -0.426
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.036   0.066   0.087   0.099   0.103
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.016  -0.018  -0.082  -0.149  -0.195  -0.221  -0.230
 
LL+I(+)
Topping-top   -0.000   0.048   0.053   0.242   0.435   0.567   0.643   0.666
Precast-top   -0.000   0.041   0.045   0.206   0.372   0.486   0.552   0.571
Bottom        -0.000  -0.108  -0.120  -0.547  -0.979  -1.270  -1.433  -1.484
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.076   0.346   0.623   0.814   0.925   0.960 
Precast-top    0.071   0.635   0.671   1.979   3.263   4.055   4.362   4.593 
Bottom         1.074   4.122   4.081   2.614   1.173   0.269  -0.123  -0.354 
 

 
 
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   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.038   0.042   0.190   0.337   0.438   0.491   0.495
Precast-top   -0.000   0.032   0.036   0.162   0.288   0.375   0.422   0.425
Bottom        -0.000  -0.086  -0.095  -0.429  -0.758  -0.981  -1.095  -1.104
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.242   0.431   0.562   0.632   0.642 
Precast-top    0.036   0.329   0.349   1.048   1.733   2.160   2.327   2.436 
Bottom         0.537   2.029   2.005   1.151   0.318  -0.212  -0.440  -0.539 
 

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
    459.8    6.5   57.3    1.476   5.7   6.00e-3 50.0    474.0     1.995    4.693      0.00
      0.0    1.3   56.6     42.0 0.145      31.3 0.87    12.00     0.127    1.722 
Transfer:   3.00
    446.9    6.5   57.3    6.643  25.5  -0.10e-3 28.7    292.5     0.588    2.112      0.00
    799.6    5.9   54.3    189.0 0.140     178.5 5.19    12.00     0.127    1.741 
Critical:   5.16
    434.7    6.5   57.3    7.526  25.5  -0.14e-3 28.5    273.7     0.551    1.760      0.00
   1473.7    6.8   53.9    189.0 0.137     183.8 5.39    12.00     0.127    1.775 
0.1L    :  13.63
    387.7    6.5   56.2   10.416  25.5  -0.15e-3 28.5    230.0     0.489    0.827      0.00
   4038.5   10.4   51.0    189.0 0.129     175.4 5.43    12.00     0.127    1.369 
0.2L    :  27.27
    314.0    6.5   52.9   12.586  25.5  -0.06e-3 28.8    171.3     0.395    0.620      0.00
   7220.4   10.5   47.7    189.0 0.110     152.2 5.04    24.00     0.127    1.281 
0.3L    :  40.90
    242.8    6.5   54.9   12.586  25.5   0.29e-3 30.0    120.5     0.280    0.413      0.00
   9369.7   10.6   49.6    189.0 0.080     123.9 3.94    24.00     0.127    1.212 
0.4L    :  54.53
    172.7    6.5   56.9   12.586   0.0   0.67e-3 31.4     87.8     0.208    0.413      0.00
  10519.5   10.6   51.6    189.0 0.060     104.1 3.19    24.00     0.127    1.454 
0.5L    :  68.17
    104.9    6.5   56.9   12.586   0.0   0.61e-3 31.1      9.0     0.127    0.413      0.00
  10710.5   10.6   51.6    189.0 0.037     107.6 3.29    24.00     0.127    2.436 
0.6L    :  81.80
    172.7    6.5   56.9   12.586   0.0   0.67e-3 31.4     87.8     0.208    0.413      0.00
  10519.3   10.6   51.6    189.0 0.060     104.1 3.19    24.00     0.127    1.454 
0.7L    :  95.43
    242.8    6.5   54.9   12.586  25.5   0.29e-3 30.0    120.5     0.281    0.413      0.00
   9370.2   10.6   49.6    189.0 0.080     123.8 3.94    24.00     0.127    1.211 
0.8L    : 109.07
    314.0    6.5   52.9   12.586  25.5  -0.06e-3 28.8    171.3     0.395    0.620      0.00
   7220.7   10.5   47.7    189.0 0.110     152.2 5.04    24.00     0.127    1.280 
0.9L    : 122.70
    387.7    6.5   56.2   10.416  25.5  -0.15e-3 28.5    230.0     0.489    0.827      0.00
   4038.7   10.4   51.0    189.0 0.129     175.4 5.43    12.00     0.127    1.369 
Critical: 131.18
    434.7    6.5   57.3    7.526  25.5  -0.14e-3 28.5    273.8     0.551    1.760      0.00
   1473.7    6.8   53.9    189.0 0.137     183.8 5.39    12.00     0.127    1.775 
Transfer: 133.33
    446.9    6.5   57.3    6.643  25.5  -0.10e-3 28.7    292.5     0.588    2.112      0.00
    799.6    5.9   54.3    189.0 0.140     178.5 5.19    12.00     0.127    1.741 
Bearing : 135.67
    459.8    6.5   57.3    1.476   5.7   6.00e-3 50.0    474.0     1.995    4.693      0.00
      0.0    1.3   56.6     42.0 0.145      31.3 0.87    12.00     0.127    1.722 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    459.8      9.02     57.29    1.35       56.62    24.00      0.300      2.258      0.125      4.693 
Transfer:      2.33
    446.9      9.14     57.29    5.89       54.35    24.00      0.300      2.295      0.147      2.112 
Critical:      4.49
    434.9      8.97     57.29    6.81       53.89    24.00      0.300      2.239      0.113      1.760 
0.1L    :     12.97
    387.7      8.45     56.23   10.44       51.01    24.00      0.300      2.065      0.009      0.827 
0.2L    :     26.60
    314.0      7.32     52.94   10.50       47.69    24.00      0.300      1.689      0.000      0.620 
0.3L    :     40.23
    242.8      5.44     54.91   10.56       49.63    24.00      0.300      1.062      0.000      0.413 
0.4L    :     53.87
    172.7      3.72     56.87   10.61       51.56    24.00      0.300      0.490      0.000      0.413 
0.5L    :     67.50
    104.9      2.26     56.87   10.61       51.56    24.00      0.300      0.004      0.000      0.413 
0.6L    :     81.13
    172.7      3.72     56.87   10.61       51.56    24.00      0.300      0.490      0.000      0.413 
0.7L    :     94.77
    242.8      5.44     54.91   10.56       49.63    24.00      0.300      1.062      0.000      0.413 
0.8L    :    108.40
    314.0      7.32     52.94   10.50       47.69    24.00      0.300      1.689      0.000      0.620 
0.9L    :    122.03
    387.7      8.45     56.23   10.44       51.01    24.00      0.300      2.065      0.009      0.827 
Critical:    130.51
    434.9      8.97     57.29    6.81       53.89    24.00      0.300      2.239      0.113      1.760 
Transfer:    132.67
    446.9      9.14     57.29    5.89       54.35    24.00      0.300      2.295      0.147      2.112 
Bearing :    135.00
    459.8      9.02     57.29    1.35       56.62    24.00      0.300      2.258      0.125      4.693 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
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          :       1.730            3.054            3.566
 
At 0.2 x L = 26.60 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.003            5.293            6.156
 
At 0.3 x L = 40.23 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.859            6.794            7.879
 
At 0.4 x L = 53.87 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
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          :       4.315            7.591            8.787
 
At 0.5 x L = 67.50 ft
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
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          :       4.501            7.917            9.161
 
At 0.6 x L = 81.13 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
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          :       4.315            7.591            8.787
 
At 0.7 x L = 94.77 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.859            6.794            7.879
 
At 0.8 x L = 108.40 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.003            5.293            6.156
 
At 0.9 x L = 122.03 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
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          :       1.730            3.054            3.566
 

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
   804.0    49.4  8.376  259.4    6.9   5.89   8419.1  0.023T 1.00       -       -     -     -  
H/2     :   2.59
   891.9    49.5  8.509  259.2    7.0   5.98   8545.5  0.023T 1.00       -       -     -     -  
0.1L    :  12.97
  4101.2    51.0 12.586  251.8   12.3  10.44  12303.1  0.012T 1.00   9191.6  5454.6    1.34    -  
0.2L    :  26.60
  7449.5    52.9 12.586  252.4   12.4  10.50  12847.7  0.012T 1.00   9212.8  9212.8    1.39    -  
0.3L    :  40.23
  9813.6    54.9 12.586  252.9   12.4  10.56  13392.9  0.012T 1.00   9407.0  9407.0    1.42    -  
0.4L    :  53.87
 11223.9    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9767.8  9767.8    1.43    -  
0.5L    :  67.50
 11667.3    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9691.9  9691.9    1.44    -  
0.6L    :  81.13
 11223.8    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9767.8  9767.8    1.43    -  
0.7L    :  94.77
  9814.1    54.9 12.586  252.9   12.4  10.56  13392.9  0.012T 1.00   9406.8  9406.8    1.42    -  
0.8L    : 108.40
  7449.9    52.9 12.586  252.4   12.4  10.50  12847.7  0.012T 1.00   9212.7  9212.7    1.39    -  
0.9L    : 122.03
  4101.3    51.0 12.586  251.8   12.3  10.44  12303.1  0.012T 1.00   9191.5  5454.8    1.34    -  
H/2     : 132.41
   891.9    49.5  8.509  259.2    7.0   5.98   8545.5  0.023T 1.00       -       -     -     -  
Transfer: 132.67
   804.0    49.4  8.376  259.4    6.9   5.89   8419.1  0.023T 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 1-29; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.108
        M   2.00 Fb     0.105
 
  2   2 E  50.00 Ft     0.424
        M  12.00 Fb     0.044
 
  3   2 E  48.00 Ft     0.724
        M  10.00 Fb    -0.003
 
  4   2 E  46.00 Ft     1.005
        M   8.00 Fb    -0.036
 
  5   2 E  44.00 Ft     1.269
        M   6.00 Fb    -0.055
 
  6   2 E  42.00 Ft     1.516
        M   4.00 Fb    -0.060
 
  7   2 E  40.00 Ft     1.745
        M   2.00 Fb    -0.052
 
  8   2 E  10.00 Ft     1.730
        M  10.00 Fb     0.150
 
  9   2 E   8.00 Ft     1.697
        M   8.00 Fb     0.365
 
 10   2 E   8.00 Ft     1.664
        M   8.00 Fb     0.581
 
 11   2 E   8.00 Ft     1.632
        M   8.00 Fb     0.797
 
 12   2 E   8.00 Ft     1.599
        M   8.00 Fb     1.012
 
 13   2 E   6.00 Ft     1.548
        M   6.00 Fb     1.242
 
 14   2 E   6.00 Ft     1.498
        M   6.00 Fb     1.471
 
 15   2 E   6.00 Ft     1.448
        M   6.00 Fb     1.700
 
 16   2 E   6.00 Ft     1.398
        M   6.00 Fb     1.930
 
 17   2 E   6.00 Ft     1.347
        M   6.00 Fb     2.159
 
 18   2 E   6.00 Ft     1.297
        M   6.00 Fb     2.389
 
 19   2 E   4.00 Ft     1.229
        M   4.00 Fb     2.632
 
 20   2 E   4.00 Ft     1.161
        M   4.00 Fb     2.875
 
 21   2 E   4.00 Ft     1.093
        M   4.00 Fb     3.119
 
 22   2 E   4.00 Ft     1.026
        M   4.00 Fb     3.362
 
 23   2 E   4.00 Ft     0.958
        M   4.00 Fb     3.605
 
 24   2 E   4.00 Ft     0.890
        M   4.00 Fb     3.849
 
 25   2 E   2.00 Ft     0.804
        M   2.00 Fb     4.106
 
 26   2 E   2.00 Ft     0.719
        M   2.00 Fb     4.363
 
 27   2 E   2.00 Ft     0.634
        M   2.00 Fb     4.620
 
 28   2 E   2.00 Ft     0.548
        M   2.00 Fb     4.877
 
 29   2 E   2.00 Ft     0.463
        M   2.00 Fb     5.134
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  58
No. of strands, Draped:  12           No. of strands, Straight:  46
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.40 %               Final losses: 15.41 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.134     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.463       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13938.77    11667.33     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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   1.126     Midspan    1.800   0.294     Midspan
    Pre.Top:   5.700   4.736     Midspan    4.275   4.022     Midspan
    Pre.Bot:   5.700   4.095    Transfer    4.275   4.230    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.071     Bearing
    Pre.Bot:  -0.586  -0.354     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.436     Midspan
    Pre.Bot:                                                             3.800   2.029    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
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          :       4.501            7.917            9.161
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 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  = 108.480 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  135.00
     DC  Line       0.085      0.00       0.085  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    48.17 
      0.50    88.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.333 ft
Release length = 136.333 ft
Design  length = 135.000 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)  : 0.680   (Calculated)    
Live Moment (1  lane  loaded)  : 0.459   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.152   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.926   (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           1393.5 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           681592 in4#
Ht. of c.g.           =        24.64 in             40.21 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1673.5 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 = 0.7517

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    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    760.9    803.1    803.1    803.1    803.1    803.1    803.1    803.1
  Yb      ,  in    24.46    23.84    23.84    23.74    23.60    23.47    23.34    23.34
  MI(Ixx) , in4   287429   292947   292992   294903   297758   301005   304643   304643
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1404.8   1444.1   1444.1   1444.1   1444.1   1444.1   1444.1   1444.1
  Yb      ,  in    39.99    39.25    39.25    39.20    39.13    39.06    38.99    38.99
  MI(Ixx) , in4   689763   718263   718363   722481   728225   734346   740844   740844

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  58 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 54.53 ft from member end )
END PATTERN (Ycg = 13.24 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 in     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 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     =   12.59 in2      Initial Pull          =     2467.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.292 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.116 ft
Holddown Force        =  29.590 kips     Beam Shrtng (PL/AE)   =      0.937 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)       
---------------------------------------------------------------------------------------
      7909.518         740 5853.043     26.257 106339.961  1640.106     854.541        
 
 
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       2.25       0.1250      1.2500    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670    101.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00     101.1660    108.6660    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.6660    118.6660    Yes
      2      US#5[M16]       60.00        0.62       9.00     118.6660    130.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00     130.6660    133.1660    Yes
      2      US#6[M19]       60.00        0.88       5.00     133.1660    133.5830    Yes
      2      US#6[M19]       60.00        0.88       3.00     133.5830    135.0830    Yes
      2      US#6[M19]       60.00        0.88       2.25     135.0830    136.2080    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.5860 in2       Ycg =  5.38 in
         P_init    =     2467.1 kips  Ecc = 19.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.38 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.834 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.28 ksi    0.00 ksi
    due to Composite Loads                                 -2.84 ksi    0.00 ksi
    due to Live Loads                                      -6.43 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.38 ksi  (10.40 %)             9.82 ksi ( 5.01 %)
Total Prestress Losses                                    30.20 ksi (15.41 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 165.8 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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
Deck +    : M       0.0   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     0.0
Diaphragm : M       0.0     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   206.4   228.9  1049.8  1898.3  2487.2  2836.0  2938.0
            V     152.4   148.8   148.4   132.2    62.1    41.1    60.2    39.1
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   152.4   148.8   148.4   132.3   112.5    94.0    76.5    60.0
            M       0.0   203.9   226.0  1013.9  1767.3  2233.5  2433.5  2391.3
Total     : M+      0.0   555.7   616.4  2835.7  5154.2  6795.0  7774.8  8085.8
            V     304.7   295.9   294.9   255.4   154.6   102.9    90.8    39.1
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   304.7   295.9   294.9   255.5   204.9   155.8   107.1    60.0
            M       0.0   553.2   613.5  2799.9  5023.2  6541.3  7372.3  7539.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     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
Deck +    : M    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
Diaphragm : M      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   2836.0  2487.2  1898.3  1049.8   228.9   206.4     0.0
            V      60.2    41.1    62.1   132.2   148.4   148.8   152.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.5    94.0   112.5   132.3   148.4   148.8   152.4
            M    2433.5  2233.5  1767.3  1013.9   226.0   203.9     0.0
Total     : M+   7774.7  6795.4  5154.4  2835.9   616.4   555.7     0.0
            V      90.8   102.9   154.6   255.4   294.9   295.9   304.7
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   107.1   155.8   204.9   255.5   294.9   295.9   304.7
            M    7372.1  6541.7  5023.5  2800.0   613.5   553.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.7             52.7
Deck+Haunch            60.3             60.3
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.1              8.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           54.0             54.0
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
Deck +    : M       0.0   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     0.0
Diaphragm : M       0.0     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   165.1   183.1   839.8  1518.6  1989.8  2268.8  2350.4
            V     121.9   119.0   118.7   105.8    49.7    32.9    48.1    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.9   119.0   118.7   105.9    90.0    75.2    61.2    48.0
            M       0.0   163.1   180.8   811.2  1413.9  1786.8  1946.8  1913.0
Total     : M+      0.0   514.4   570.6  2625.8  4774.5  6297.5  7207.6  7498.1
            V     274.3   266.1   265.2   228.9   142.2    94.7    78.8    31.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   274.3   266.1   265.2   229.0   182.4   137.0    91.8    48.0
            M       0.0   512.4   568.3  2597.1  4669.8  6094.6  6885.6  7060.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     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
Deck +    : M    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
Diaphragm : M      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   2268.8  1989.8  1518.6   839.8   183.1   165.1     0.0
            V      48.1    32.9    49.7   105.8   118.7   119.0   121.9
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    61.2    75.2    90.0   105.9   118.7   119.0   121.9
            M    1946.8  1786.8  1413.9   811.2   180.8   163.1     0.0
Total     : M+   7207.5  6297.9  4774.8  2625.9   570.7   514.4     0.0
            V      78.8    94.7   142.2   229.0   265.2   266.1   274.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.8   137.0   182.5   229.0   265.2   266.1   274.3
            M    6885.4  6095.0  4670.0  2597.3   568.3   512.4     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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   150.9   167.4   771.4  1405.7  1858.7  2130.6  2221.2
(Max)       V      65.8    63.5    63.3    53.2    39.9    26.6    13.3     0.0
Self wt.  : M       0.0   108.7   120.5   555.4  1012.1  1338.3  1534.0  1599.2
(Min)       V      47.4    45.7    45.6    38.3    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    23.2    25.7   118.4   215.8   285.4   327.1   341.0
DC(Max)     V      10.1     9.8     9.7     8.2     6.1     4.1     2.0     0.0
DL-Prec.  : M       0.0    16.7    18.5    85.3   155.4   205.5   235.5   245.5
DC(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   172.9   191.8   883.6  1610.2  2129.1  2440.5  2544.3
Haunch (Max)V      75.4    72.8    72.5    60.9    45.7    30.5    15.2     0.0
Deck +    : M       0.0   124.5   138.1   636.2  1159.3  1533.0  1757.1  1831.9
Haunch (Min)V      54.3    52.4    52.2    43.9    32.9    21.9    11.0     0.0
Diaphragm : M       0.0     1.4     1.6     8.0    16.5    24.9    29.8    29.7
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.0     1.2     5.8    11.9    17.9    21.4    21.4
(Min)       V       0.4     0.4     0.4     0.4     0.4     0.4     0.0     0.0
DL-Comp   : M       0.0    57.3    63.5   292.7   533.4   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    24.0    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.2    45.7   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.1    41.2   189.9   346.0   457.5   524.4   546.8
DW(Max)     V      16.2    15.6    15.6    13.1     9.8     6.5     3.3     0.0
DL-Comp   : M       0.0    16.1    17.9    82.3   149.9   198.3   227.3   236.9
DW(Min)     V       7.0     6.8     6.8     5.7     4.3     2.8     1.4     0.0
LL + I    : M+      0.0   361.2   400.6  1837.1  3322.0  4352.6  4963.1  5141.5
            V     266.7   260.4   259.7   231.4   108.8    71.9   105.3    68.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   266.7   260.4   259.7   231.6   196.8   164.4   133.8   104.9
            M       0.0   356.8   395.5  1774.4  3092.8  3908.7  4258.6  4184.7
Total     : M+      0.0   804.0   891.9  4101.2  7449.5  9813.6 11223.9 11667.3
            V     459.8   446.8   445.4   387.5   226.0   150.2   144.2    68.4
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   459.8   446.9   445.4   387.7   314.0   242.8   172.7   104.9
            M       0.0   799.6   886.8  4038.5  7220.4  9369.7 10519.5 10710.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    2130.6  1858.7  1405.7   771.4   167.4   150.9     0.0
(Max)       V      13.3    26.6    39.9    53.2    63.3    63.5    65.8
Self wt.  : M    1534.0  1338.3  1012.1   555.4   120.5   108.7     0.0
(Min)       V       9.6    19.1    28.7    38.3    45.6    45.7    47.4
DL-Prec.  : M     327.1   285.4   215.8   118.4    25.7    23.2     0.0
DC(Max)     V       2.0     4.1     6.1     8.2     9.7     9.8    10.1
DL-Prec.  : M     235.5   205.5   155.4    85.3    18.5    16.7     0.0
DC(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2440.5  2129.1  1610.2   883.6   191.8   172.9     0.0
Haunch (Max)V      15.2    30.5    45.7    60.9    72.5    72.8    75.4
Deck +    : M    1757.1  1533.0  1159.3   636.2   138.1   124.5     0.0
Haunch (Min)V      11.0    21.9    32.9    43.9    52.2    52.4    54.3
Diaphragm : M      29.6    25.4    16.8     8.2     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      21.3    18.3    12.1     5.9     1.2     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     808.5   705.4   533.4   292.7    63.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    24.0    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    45.7    41.2     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     524.4   457.5   346.0   189.9    41.2    37.1     0.0
DW(Max)     V       3.3     6.5     9.8    13.1    15.6    15.6    16.2
DL-Comp   : M     227.3   198.3   149.9    82.3    17.9    16.1     0.0
DW(Min)     V       1.4     2.8     4.3     5.7     6.8     6.8     7.0
LL + I    : M+   4963.1  4352.6  3322.0  1837.1   400.6   361.2     0.0
            V     105.3    71.9   108.8   231.4   259.7   260.4   266.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.8   164.4   196.8   231.6   259.7   260.4   266.7
            M    4258.6  3908.7  3092.8  1774.4   395.5   356.8     0.0
Total     : M+  11223.8  9814.1  7449.9  4101.3   891.9   804.0     0.0
            V     144.2   150.3   226.0   387.6   445.4   446.8   459.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.7   242.8   314.0   387.7   445.4   446.9   459.8
            M   10519.3  9370.2  7220.7  4038.7   886.8   799.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.8             65.8
Deck+Haunch            75.4             75.4
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.1             10.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           81.0             81.0
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     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    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
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   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     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     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     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    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   130.8   145.0   659.4  1175.9  1537.4  1733.6  1748.6
            V     116.0   113.6   113.3   102.6    89.2    67.3    53.9    40.5
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   116.0   113.6   113.3   102.6    89.2    75.8    62.4    49.0
            M       0.0   130.8   145.0   659.4  1175.9  1511.1  1665.1  1637.8
Total     : M+      0.0   480.1   532.5  2445.4  4431.8  5845.2  6672.4  6896.4
            V     268.3   260.7   259.8   225.8   181.7   129.1    84.5    40.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.3   260.7   259.8   225.8   181.7   137.6    93.0    49.0
            M       0.0   480.1   532.5  2445.4  4431.8  5818.9  6603.9  6785.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
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     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     7.8     8.1
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    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
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      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
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+   1733.6  1537.4  1175.9   659.4   145.0   130.8     0.0
            V      53.9    67.3    89.2   102.6   113.3   113.6   116.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.4    75.8    89.2   102.6   113.3   113.6   116.0
            M    1665.1  1511.1  1175.9   659.4   145.0   130.8     0.0
Total     : M+   6672.3  5845.6  4432.1  2445.5   532.6   480.1     0.0
            V      84.5   129.1   181.7   225.8   259.8   260.7   268.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.0   137.6   181.7   225.8   259.8   260.7   268.3
            M    6603.7  5819.3  4432.1  2445.5   532.6   480.1     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.025   0.117   0.211   0.278   0.316   0.329
Bottom        -0.000  -0.018  -0.020  -0.092  -0.164  -0.214  -0.241  -0.251
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.002   0.008   0.016   0.025   0.029   0.029
Bottom        -0.000  -0.001  -0.001  -0.006  -0.013  -0.019  -0.022  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.171   0.190   0.871   1.578   2.073   2.358   2.458
Bottom        -0.000  -0.135  -0.150  -0.683  -1.225  -1.594  -1.795  -1.871
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.067   0.122   0.161   0.183   0.191
Precast-top   -0.000   0.011   0.013   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.030  -0.033  -0.152  -0.275  -0.360  -0.408  -0.426
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.036   0.066   0.087   0.099   0.103
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.016  -0.018  -0.082  -0.149  -0.195  -0.221  -0.230
 
LL+I(+)
Topping-top   -0.000   0.060   0.066   0.302   0.544   0.709   0.803   0.832
Precast-top   -0.000   0.051   0.056   0.258   0.465   0.607   0.690   0.714
Bottom        -0.000  -0.135  -0.150  -0.683  -1.224  -1.587  -1.791  -1.855
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.089   0.406   0.732   0.956   1.085   1.126 
Precast-top    0.071   0.645   0.683   2.031   3.356   4.176   4.500   4.736 
Bottom         1.074   4.095   4.051   2.477   0.928  -0.048  -0.481  -0.726 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.023   0.104   0.188   0.248   0.282   0.294 
Precast-top    0.071   0.594   0.626   1.773   2.891   3.569   3.810   4.022 
Bottom         1.074   4.230   4.201   3.160   2.152   1.539   1.310   1.130 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.025   0.117   0.211   0.278   0.316   0.329
Bottom        -0.000  -0.018  -0.020  -0.092  -0.164  -0.214  -0.241  -0.251
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.002   0.008   0.016   0.025   0.029   0.029
Bottom        -0.000  -0.001  -0.001  -0.006  -0.013  -0.019  -0.022  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.171   0.190   0.871   1.578   2.073   2.358   2.458
Bottom        -0.000  -0.135  -0.150  -0.683  -1.225  -1.594  -1.795  -1.871
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.067   0.122   0.161   0.183   0.191
Precast-top   -0.000   0.011   0.013   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.030  -0.033  -0.152  -0.275  -0.360  -0.408  -0.426
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.036   0.066   0.087   0.099   0.103
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.016  -0.018  -0.082  -0.149  -0.195  -0.221  -0.230
 
LL+I(+)
Topping-top   -0.000   0.048   0.053   0.242   0.435   0.567   0.643   0.666
Precast-top   -0.000   0.041   0.045   0.206   0.372   0.486   0.552   0.571
Bottom        -0.000  -0.108  -0.120  -0.547  -0.979  -1.270  -1.433  -1.484
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.076   0.346   0.623   0.814   0.925   0.960 
Precast-top    0.071   0.635   0.671   1.979   3.263   4.055   4.362   4.593 
Bottom         1.074   4.122   4.081   2.614   1.173   0.269  -0.123  -0.354 
 

 
 
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   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.038   0.042   0.190   0.337   0.438   0.491   0.495
Precast-top   -0.000   0.032   0.036   0.162   0.288   0.375   0.422   0.425
Bottom        -0.000  -0.086  -0.095  -0.429  -0.758  -0.981  -1.095  -1.104
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.242   0.431   0.562   0.632   0.642 
Precast-top    0.036   0.329   0.349   1.048   1.733   2.160   2.327   2.436 
Bottom         0.537   2.029   2.005   1.151   0.318  -0.212  -0.440  -0.539 
 

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
    459.8    6.5   57.3    1.476   5.7   6.00e-3 50.0    474.0     1.995    4.693      0.00
      0.0    1.3   56.6     42.0 0.145      31.3 0.87    12.00     0.127    1.722 
Transfer:   3.00
    446.9    6.5   57.3    6.643  25.5  -0.10e-3 28.7    292.5     0.588    2.112      0.00
    799.6    5.9   54.3    189.0 0.140     178.5 5.19    12.00     0.127    1.741 
Critical:   5.16
    434.7    6.5   57.3    7.526  25.5  -0.14e-3 28.5    273.7     0.551    1.760      0.00
   1473.7    6.8   53.9    189.0 0.137     183.8 5.39    12.00     0.127    1.775 
0.1L    :  13.63
    387.7    6.5   56.2   10.416  25.5  -0.15e-3 28.5    230.0     0.489    0.827      0.00
   4038.5   10.4   51.0    189.0 0.129     175.4 5.43    12.00     0.127    1.369 
0.2L    :  27.27
    314.0    6.5   52.9   12.586  25.5  -0.06e-3 28.8    171.3     0.395    0.620      0.00
   7220.4   10.5   47.7    189.0 0.110     152.2 5.04    24.00     0.127    1.281 
0.3L    :  40.90
    242.8    6.5   54.9   12.586  25.5   0.29e-3 30.0    120.5     0.280    0.413      0.00
   9369.7   10.6   49.6    189.0 0.080     123.9 3.94    24.00     0.127    1.212 
0.4L    :  54.53
    172.7    6.5   56.9   12.586   0.0   0.67e-3 31.4     87.8     0.208    0.413      0.00
  10519.5   10.6   51.6    189.0 0.060     104.1 3.19    24.00     0.127    1.454 
0.5L    :  68.17
    104.9    6.5   56.9   12.586   0.0   0.61e-3 31.1      9.0     0.127    0.413      0.00
  10710.5   10.6   51.6    189.0 0.037     107.6 3.29    24.00     0.127    2.436 
0.6L    :  81.80
    172.7    6.5   56.9   12.586   0.0   0.67e-3 31.4     87.8     0.208    0.413      0.00
  10519.3   10.6   51.6    189.0 0.060     104.1 3.19    24.00     0.127    1.454 
0.7L    :  95.43
    242.8    6.5   54.9   12.586  25.5   0.29e-3 30.0    120.5     0.281    0.413      0.00
   9370.2   10.6   49.6    189.0 0.080     123.8 3.94    24.00     0.127    1.211 
0.8L    : 109.07
    314.0    6.5   52.9   12.586  25.5  -0.06e-3 28.8    171.3     0.395    0.620      0.00
   7220.7   10.5   47.7    189.0 0.110     152.2 5.04    24.00     0.127    1.280 
0.9L    : 122.70
    387.7    6.5   56.2   10.416  25.5  -0.15e-3 28.5    230.0     0.489    0.827      0.00
   4038.7   10.4   51.0    189.0 0.129     175.4 5.43    12.00     0.127    1.369 
Critical: 131.18
    434.7    6.5   57.3    7.526  25.5  -0.14e-3 28.5    273.8     0.551    1.760      0.00
   1473.7    6.8   53.9    189.0 0.137     183.8 5.39    12.00     0.127    1.775 
Transfer: 133.33
    446.9    6.5   57.3    6.643  25.5  -0.10e-3 28.7    292.5     0.588    2.112      0.00
    799.6    5.9   54.3    189.0 0.140     178.5 5.19    12.00     0.127    1.741 
Bearing : 135.67
    459.8    6.5   57.3    1.476   5.7   6.00e-3 50.0    474.0     1.995    4.693      0.00
      0.0    1.3   56.6     42.0 0.145      31.3 0.87    12.00     0.127    1.722 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    459.8      9.02     57.29    1.35       56.62    24.00      0.300      2.258      0.125      4.693 
Transfer:      2.33
    446.9      9.14     57.29    5.89       54.35    24.00      0.300      2.295      0.147      2.112 
Critical:      4.49
    434.9      8.97     57.29    6.81       53.89    24.00      0.300      2.239      0.113      1.760 
0.1L    :     12.97
    387.7      8.45     56.23   10.44       51.01    24.00      0.300      2.065      0.009      0.827 
0.2L    :     26.60
    314.0      7.32     52.94   10.50       47.69    24.00      0.300      1.689      0.000      0.620 
0.3L    :     40.23
    242.8      5.44     54.91   10.56       49.63    24.00      0.300      1.062      0.000      0.413 
0.4L    :     53.87
    172.7      3.72     56.87   10.61       51.56    24.00      0.300      0.490      0.000      0.413 
0.5L    :     67.50
    104.9      2.26     56.87   10.61       51.56    24.00      0.300      0.004      0.000      0.413 
0.6L    :     81.13
    172.7      3.72     56.87   10.61       51.56    24.00      0.300      0.490      0.000      0.413 
0.7L    :     94.77
    242.8      5.44     54.91   10.56       49.63    24.00      0.300      1.062      0.000      0.413 
0.8L    :    108.40
    314.0      7.32     52.94   10.50       47.69    24.00      0.300      1.689      0.000      0.620 
0.9L    :    122.03
    387.7      8.45     56.23   10.44       51.01    24.00      0.300      2.065      0.009      0.827 
Critical:    130.51
    434.9      8.97     57.29    6.81       53.89    24.00      0.300      2.239      0.113      1.760 
Transfer:    132.67
    446.9      9.14     57.29    5.89       54.35    24.00      0.300      2.295      0.147      2.112 
Bearing :    135.00
    459.8      9.02     57.29    1.35       56.62    24.00      0.300      2.258      0.125      4.693 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
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          :       1.730            3.054            3.566
 
At 0.2 x L = 26.60 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.003            5.293            6.156
 
At 0.3 x L = 40.23 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.859            6.794            7.879
 
At 0.4 x L = 53.87 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
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          :       4.315            7.591            8.787
 
At 0.5 x L = 67.50 ft
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
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          :       4.501            7.917            9.161
 
At 0.6 x L = 81.13 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
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          :       4.315            7.591            8.787
 
At 0.7 x L = 94.77 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.859            6.794            7.879
 
At 0.8 x L = 108.40 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.003            5.293            6.156
 
At 0.9 x L = 122.03 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
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          :       1.730            3.054            3.566
 

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
   804.0    49.4  8.376  259.4    6.9   5.89   8419.1  0.023T 1.00       -       -     -     -  
H/2     :   2.59
   891.9    49.5  8.509  259.2    7.0   5.98   8545.5  0.023T 1.00       -       -     -     -  
0.1L    :  12.97
  4101.2    51.0 12.586  251.8   12.3  10.44  12303.1  0.012T 1.00   9191.6  5454.6    1.34    -  
0.2L    :  26.60
  7449.5    52.9 12.586  252.4   12.4  10.50  12847.7  0.012T 1.00   9212.8  9212.8    1.39    -  
0.3L    :  40.23
  9813.6    54.9 12.586  252.9   12.4  10.56  13392.9  0.012T 1.00   9407.0  9407.0    1.42    -  
0.4L    :  53.87
 11223.9    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9767.8  9767.8    1.43    -  
0.5L    :  67.50
 11667.3    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9691.9  9691.9    1.44    -  
0.6L    :  81.13
 11223.8    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9767.8  9767.8    1.43    -  
0.7L    :  94.77
  9814.1    54.9 12.586  252.9   12.4  10.56  13392.9  0.012T 1.00   9406.8  9406.8    1.42    -  
0.8L    : 108.40
  7449.9    52.9 12.586  252.4   12.4  10.50  12847.7  0.012T 1.00   9212.7  9212.7    1.39    -  
0.9L    : 122.03
  4101.3    51.0 12.586  251.8   12.3  10.44  12303.1  0.012T 1.00   9191.5  5454.8    1.34    -  
H/2     : 132.41
   891.9    49.5  8.509  259.2    7.0   5.98   8545.5  0.023T 1.00       -       -     -     -  
Transfer: 132.67
   804.0    49.4  8.376  259.4    6.9   5.89   8419.1  0.023T 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 1-29; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.108
        M   2.00 Fb     0.105
 
  2   2 E  50.00 Ft     0.424
        M  12.00 Fb     0.044
 
  3   2 E  48.00 Ft     0.724
        M  10.00 Fb    -0.003
 
  4   2 E  46.00 Ft     1.005
        M   8.00 Fb    -0.036
 
  5   2 E  44.00 Ft     1.269
        M   6.00 Fb    -0.055
 
  6   2 E  42.00 Ft     1.516
        M   4.00 Fb    -0.060
 
  7   2 E  40.00 Ft     1.745
        M   2.00 Fb    -0.052
 
  8   2 E  10.00 Ft     1.730
        M  10.00 Fb     0.150
 
  9   2 E   8.00 Ft     1.697
        M   8.00 Fb     0.365
 
 10   2 E   8.00 Ft     1.664
        M   8.00 Fb     0.581
 
 11   2 E   8.00 Ft     1.632
        M   8.00 Fb     0.797
 
 12   2 E   8.00 Ft     1.599
        M   8.00 Fb     1.012
 
 13   2 E   6.00 Ft     1.548
        M   6.00 Fb     1.242
 
 14   2 E   6.00 Ft     1.498
        M   6.00 Fb     1.471
 
 15   2 E   6.00 Ft     1.448
        M   6.00 Fb     1.700
 
 16   2 E   6.00 Ft     1.398
        M   6.00 Fb     1.930
 
 17   2 E   6.00 Ft     1.347
        M   6.00 Fb     2.159
 
 18   2 E   6.00 Ft     1.297
        M   6.00 Fb     2.389
 
 19   2 E   4.00 Ft     1.229
        M   4.00 Fb     2.632
 
 20   2 E   4.00 Ft     1.161
        M   4.00 Fb     2.875
 
 21   2 E   4.00 Ft     1.093
        M   4.00 Fb     3.119
 
 22   2 E   4.00 Ft     1.026
        M   4.00 Fb     3.362
 
 23   2 E   4.00 Ft     0.958
        M   4.00 Fb     3.605
 
 24   2 E   4.00 Ft     0.890
        M   4.00 Fb     3.849
 
 25   2 E   2.00 Ft     0.804
        M   2.00 Fb     4.106
 
 26   2 E   2.00 Ft     0.719
        M   2.00 Fb     4.363
 
 27   2 E   2.00 Ft     0.634
        M   2.00 Fb     4.620
 
 28   2 E   2.00 Ft     0.548
        M   2.00 Fb     4.877
 
 29   2 E   2.00 Ft     0.463
        M   2.00 Fb     5.134
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  58
No. of strands, Draped:  12           No. of strands, Straight:  46
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.40 %               Final losses: 15.41 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.134     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.463       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13938.77    11667.33     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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   1.126     Midspan    1.800   0.294     Midspan
    Pre.Top:   5.700   4.736     Midspan    4.275   4.022     Midspan
    Pre.Bot:   5.700   4.095    Transfer    4.275   4.230    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.071     Bearing
    Pre.Bot:  -0.586  -0.354     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.436     Midspan
    Pre.Bot:                                                             3.800   2.029    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
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          :       4.501            7.917            9.161
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  9.04 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  = 108.480 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  135.00
     DC  Line       0.085      0.00       0.085  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    48.17 
      0.50    88.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.333 ft
Release length = 136.333 ft
Design  length = 135.000 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)  : 0.680   (Calculated)    
Live Moment (1  lane  loaded)  : 0.459   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.152   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.926   (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           1393.5 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           681592 in4#
Ht. of c.g.           =        24.64 in             40.21 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1673.5 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 = 0.7517

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    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    760.9    803.1    803.1    803.1    803.1    803.1    803.1    803.1
  Yb      ,  in    24.46    23.84    23.84    23.74    23.60    23.47    23.34    23.34
  MI(Ixx) , in4   287429   292947   292992   294903   297758   301005   304643   304643
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1404.8   1444.1   1444.1   1444.1   1444.1   1444.1   1444.1   1444.1
  Yb      ,  in    39.99    39.25    39.25    39.20    39.13    39.06    38.99    38.99
  MI(Ixx) , in4   689763   718263   718363   722481   728225   734346   740844   740844

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  58 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 54.53 ft from member end )
END PATTERN (Ycg = 13.24 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 in     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 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     =   12.59 in2      Initial Pull          =     2467.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.292 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.116 ft
Holddown Force        =  29.590 kips     Beam Shrtng (PL/AE)   =      0.937 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)       
---------------------------------------------------------------------------------------
      7909.518         740 5853.043     26.257 106339.961  1640.106     854.541        
 
 
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       2.25       0.1250      1.2500    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670    101.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00     101.1660    108.6660    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.6660    118.6660    Yes
      2      US#5[M16]       60.00        0.62       9.00     118.6660    130.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00     130.6660    133.1660    Yes
      2      US#6[M19]       60.00        0.88       5.00     133.1660    133.5830    Yes
      2      US#6[M19]       60.00        0.88       3.00     133.5830    135.0830    Yes
      2      US#6[M19]       60.00        0.88       2.25     135.0830    136.2080    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.5860 in2       Ycg =  5.38 in
         P_init    =     2467.1 kips  Ecc = 19.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.38 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.834 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -8.28 ksi    0.00 ksi
    due to Composite Loads                                 -2.84 ksi    0.00 ksi
    due to Live Loads                                      -6.43 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.38 ksi  (10.40 %)             9.82 ksi ( 5.01 %)
Total Prestress Losses                                    30.20 ksi (15.41 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 165.8 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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
Deck +    : M       0.0   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     0.0
Diaphragm : M       0.0     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   206.4   228.9  1049.8  1898.3  2487.2  2836.0  2938.0
            V     152.4   148.8   148.4   132.2    62.1    41.1    60.2    39.1
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   152.4   148.8   148.4   132.3   112.5    94.0    76.5    60.0
            M       0.0   203.9   226.0  1013.9  1767.3  2233.5  2433.5  2391.3
Total     : M+      0.0   555.7   616.4  2835.7  5154.2  6795.0  7774.8  8085.8
            V     304.7   295.9   294.9   255.4   154.6   102.9    90.8    39.1
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   304.7   295.9   294.9   255.5   204.9   155.8   107.1    60.0
            M       0.0   553.2   613.5  2799.9  5023.2  6541.3  7372.3  7539.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     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
Deck +    : M    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
Diaphragm : M      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   2836.0  2487.2  1898.3  1049.8   228.9   206.4     0.0
            V      60.2    41.1    62.1   132.2   148.4   148.8   152.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.5    94.0   112.5   132.3   148.4   148.8   152.4
            M    2433.5  2233.5  1767.3  1013.9   226.0   203.9     0.0
Total     : M+   7774.7  6795.4  5154.4  2835.9   616.4   555.7     0.0
            V      90.8   102.9   154.6   255.4   294.9   295.9   304.7
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   107.1   155.8   204.9   255.5   294.9   295.9   304.7
            M    7372.1  6541.7  5023.5  2800.0   613.5   553.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.7             52.7
Deck+Haunch            60.3             60.3
Diaphragm               0.5              0.5
DL-Prec.(DC)            8.1              8.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           54.0             54.0
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
Deck +    : M       0.0   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     0.0
Diaphragm : M       0.0     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   165.1   183.1   839.8  1518.6  1989.8  2268.8  2350.4
            V     121.9   119.0   118.7   105.8    49.7    32.9    48.1    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.9   119.0   118.7   105.9    90.0    75.2    61.2    48.0
            M       0.0   163.1   180.8   811.2  1413.9  1786.8  1946.8  1913.0
Total     : M+      0.0   514.4   570.6  2625.8  4774.5  6297.5  7207.6  7498.1
            V     274.3   266.1   265.2   228.9   142.2    94.7    78.8    31.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   274.3   266.1   265.2   229.0   182.4   137.0    91.8    48.0
            M       0.0   512.4   568.3  2597.1  4669.8  6094.6  6885.6  7060.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     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
Deck +    : M    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
Diaphragm : M      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   2268.8  1989.8  1518.6   839.8   183.1   165.1     0.0
            V      48.1    32.9    49.7   105.8   118.7   119.0   121.9
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    61.2    75.2    90.0   105.9   118.7   119.0   121.9
            M    1946.8  1786.8  1413.9   811.2   180.8   163.1     0.0
Total     : M+   7207.5  6297.9  4774.8  2625.9   570.7   514.4     0.0
            V      78.8    94.7   142.2   229.0   265.2   266.1   274.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.8   137.0   182.5   229.0   265.2   266.1   274.3
            M    6885.4  6095.0  4670.0  2597.3   568.3   512.4     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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   150.9   167.4   771.4  1405.7  1858.7  2130.6  2221.2
(Max)       V      65.8    63.5    63.3    53.2    39.9    26.6    13.3     0.0
Self wt.  : M       0.0   108.7   120.5   555.4  1012.1  1338.3  1534.0  1599.2
(Min)       V      47.4    45.7    45.6    38.3    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    23.2    25.7   118.4   215.8   285.4   327.1   341.0
DC(Max)     V      10.1     9.8     9.7     8.2     6.1     4.1     2.0     0.0
DL-Prec.  : M       0.0    16.7    18.5    85.3   155.4   205.5   235.5   245.5
DC(Min)     V       7.3     7.0     7.0     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   172.9   191.8   883.6  1610.2  2129.1  2440.5  2544.3
Haunch (Max)V      75.4    72.8    72.5    60.9    45.7    30.5    15.2     0.0
Deck +    : M       0.0   124.5   138.1   636.2  1159.3  1533.0  1757.1  1831.9
Haunch (Min)V      54.3    52.4    52.2    43.9    32.9    21.9    11.0     0.0
Diaphragm : M       0.0     1.4     1.6     8.0    16.5    24.9    29.8    29.7
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.0     1.2     5.8    11.9    17.9    21.4    21.4
(Min)       V       0.4     0.4     0.4     0.4     0.4     0.4     0.0     0.0
DL-Comp   : M       0.0    57.3    63.5   292.7   533.4   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    24.0    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.2    45.7   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.1    41.2   189.9   346.0   457.5   524.4   546.8
DW(Max)     V      16.2    15.6    15.6    13.1     9.8     6.5     3.3     0.0
DL-Comp   : M       0.0    16.1    17.9    82.3   149.9   198.3   227.3   236.9
DW(Min)     V       7.0     6.8     6.8     5.7     4.3     2.8     1.4     0.0
LL + I    : M+      0.0   361.2   400.6  1837.1  3322.0  4352.6  4963.1  5141.5
            V     266.7   260.4   259.7   231.4   108.8    71.9   105.3    68.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   266.7   260.4   259.7   231.6   196.8   164.4   133.8   104.9
            M       0.0   356.8   395.5  1774.4  3092.8  3908.7  4258.6  4184.7
Total     : M+      0.0   804.0   891.9  4101.2  7449.5  9813.6 11223.9 11667.3
            V     459.8   446.8   445.4   387.5   226.0   150.2   144.2    68.4
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   459.8   446.9   445.4   387.7   314.0   242.8   172.7   104.9
            M       0.0   799.6   886.8  4038.5  7220.4  9369.7 10519.5 10710.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    2130.6  1858.7  1405.7   771.4   167.4   150.9     0.0
(Max)       V      13.3    26.6    39.9    53.2    63.3    63.5    65.8
Self wt.  : M    1534.0  1338.3  1012.1   555.4   120.5   108.7     0.0
(Min)       V       9.6    19.1    28.7    38.3    45.6    45.7    47.4
DL-Prec.  : M     327.1   285.4   215.8   118.4    25.7    23.2     0.0
DC(Max)     V       2.0     4.1     6.1     8.2     9.7     9.8    10.1
DL-Prec.  : M     235.5   205.5   155.4    85.3    18.5    16.7     0.0
DC(Min)     V       1.5     2.9     4.4     5.9     7.0     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2440.5  2129.1  1610.2   883.6   191.8   172.9     0.0
Haunch (Max)V      15.2    30.5    45.7    60.9    72.5    72.8    75.4
Deck +    : M    1757.1  1533.0  1159.3   636.2   138.1   124.5     0.0
Haunch (Min)V      11.0    21.9    32.9    43.9    52.2    52.4    54.3
Diaphragm : M      29.6    25.4    16.8     8.2     1.6     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      21.3    18.3    12.1     5.9     1.2     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     808.5   705.4   533.4   292.7    63.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    24.0    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    45.7    41.2     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     524.4   457.5   346.0   189.9    41.2    37.1     0.0
DW(Max)     V       3.3     6.5     9.8    13.1    15.6    15.6    16.2
DL-Comp   : M     227.3   198.3   149.9    82.3    17.9    16.1     0.0
DW(Min)     V       1.4     2.8     4.3     5.7     6.8     6.8     7.0
LL + I    : M+   4963.1  4352.6  3322.0  1837.1   400.6   361.2     0.0
            V     105.3    71.9   108.8   231.4   259.7   260.4   266.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   133.8   164.4   196.8   231.6   259.7   260.4   266.7
            M    4258.6  3908.7  3092.8  1774.4   395.5   356.8     0.0
Total     : M+  11223.8  9814.1  7449.9  4101.3   891.9   804.0     0.0
            V     144.2   150.3   226.0   387.6   445.4   446.8   459.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   172.7   242.8   314.0   387.7   445.4   446.9   459.8
            M   10519.3  9370.2  7220.7  4038.7   886.8   799.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.8             65.8
Deck+Haunch            75.4             75.4
Diaphragm               0.6              0.6
DL-Prec.(DC)           10.1             10.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           81.0             81.0
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     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    18.5    20.6    94.7   172.6   228.3   261.7   272.8
DC(Max)     V       8.1     7.8     7.8     6.5     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
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   138.3   153.4   706.9  1288.1  1703.3  1952.4  2035.4
Haunch (Max)V      60.3    58.2    58.0    48.7    36.5    24.4    12.2     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     1.2     1.3     6.4    13.2    19.9    23.8    23.8
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     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    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   130.8   145.0   659.4  1175.9  1537.4  1733.6  1748.6
            V     116.0   113.6   113.3   102.6    89.2    67.3    53.9    40.5
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   116.0   113.6   113.3   102.6    89.2    75.8    62.4    49.0
            M       0.0   130.8   145.0   659.4  1175.9  1511.1  1665.1  1637.8
Total     : M+      0.0   480.1   532.5  2445.4  4431.8  5845.2  6672.4  6896.4
            V     268.3   260.7   259.8   225.8   181.7   129.1    84.5    40.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.3   260.7   259.8   225.8   181.7   137.6    93.0    49.0
            M       0.0   480.1   532.5  2445.4  4431.8  5818.9  6603.9  6785.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
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     261.7   228.3   172.6    94.7    20.6    18.5     0.0
DC(Max)     V       1.6     3.3     4.9     6.5     7.8     7.8     8.1
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    1952.4  1703.3  1288.1   706.9   153.4   138.3     0.0
Haunch (Max)V      12.2    24.4    36.5    48.7    58.0    58.2    60.3
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      23.7    20.3    13.4     6.5     1.3     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
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+   1733.6  1537.4  1175.9   659.4   145.0   130.8     0.0
            V      53.9    67.3    89.2   102.6   113.3   113.6   116.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.4    75.8    89.2   102.6   113.3   113.6   116.0
            M    1665.1  1511.1  1175.9   659.4   145.0   130.8     0.0
Total     : M+   6672.3  5845.6  4432.1  2445.5   532.6   480.1     0.0
            V      84.5   129.1   181.7   225.8   259.8   260.7   268.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    93.0   137.6   181.7   225.8   259.8   260.7   268.3
            M    6603.7  5819.3  4432.1  2445.5   532.6   480.1     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.025   0.117   0.211   0.278   0.316   0.329
Bottom        -0.000  -0.018  -0.020  -0.092  -0.164  -0.214  -0.241  -0.251
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.002   0.008   0.016   0.025   0.029   0.029
Bottom        -0.000  -0.001  -0.001  -0.006  -0.013  -0.019  -0.022  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.171   0.190   0.871   1.578   2.073   2.358   2.458
Bottom        -0.000  -0.135  -0.150  -0.683  -1.225  -1.594  -1.795  -1.871
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.067   0.122   0.161   0.183   0.191
Precast-top   -0.000   0.011   0.013   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.030  -0.033  -0.152  -0.275  -0.360  -0.408  -0.426
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.036   0.066   0.087   0.099   0.103
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.016  -0.018  -0.082  -0.149  -0.195  -0.221  -0.230
 
LL+I(+)
Topping-top   -0.000   0.060   0.066   0.302   0.544   0.709   0.803   0.832
Precast-top   -0.000   0.051   0.056   0.258   0.465   0.607   0.690   0.714
Bottom        -0.000  -0.135  -0.150  -0.683  -1.224  -1.587  -1.791  -1.855
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.089   0.406   0.732   0.956   1.085   1.126 
Precast-top    0.071   0.645   0.683   2.031   3.356   4.176   4.500   4.736 
Bottom         1.074   4.095   4.051   2.477   0.928  -0.048  -0.481  -0.726 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.023   0.104   0.188   0.248   0.282   0.294 
Precast-top    0.071   0.594   0.626   1.773   2.891   3.569   3.810   4.022 
Bottom         1.074   4.230   4.201   3.160   2.152   1.539   1.310   1.130 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.025   0.117   0.211   0.278   0.316   0.329
Bottom        -0.000  -0.018  -0.020  -0.092  -0.164  -0.214  -0.241  -0.251
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.002   0.008   0.016   0.025   0.029   0.029
Bottom        -0.000  -0.001  -0.001  -0.006  -0.013  -0.019  -0.022  -0.022
 
Deck + Haunch
Precast-top   -0.000   0.171   0.190   0.871   1.578   2.073   2.358   2.458
Bottom        -0.000  -0.135  -0.150  -0.683  -1.225  -1.594  -1.795  -1.871
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.015   0.067   0.122   0.161   0.183   0.191
Precast-top   -0.000   0.011   0.013   0.058   0.105   0.138   0.157   0.164
Bottom        -0.000  -0.030  -0.033  -0.152  -0.275  -0.360  -0.408  -0.426
 
DL-Comp (DW)
Topping-top   -0.000   0.007   0.008   0.036   0.066   0.087   0.099   0.103
Precast-top   -0.000   0.006   0.007   0.031   0.057   0.074   0.085   0.089
Bottom        -0.000  -0.016  -0.018  -0.082  -0.149  -0.195  -0.221  -0.230
 
LL+I(+)
Topping-top   -0.000   0.048   0.053   0.242   0.435   0.567   0.643   0.666
Precast-top   -0.000   0.041   0.045   0.206   0.372   0.486   0.552   0.571
Bottom        -0.000  -0.108  -0.120  -0.547  -0.979  -1.270  -1.433  -1.484
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.076   0.346   0.623   0.814   0.925   0.960 
Precast-top    0.071   0.635   0.671   1.979   3.263   4.055   4.362   4.593 
Bottom         1.074   4.122   4.081   2.614   1.173   0.269  -0.123  -0.354 
 

 
 
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   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.038   0.042   0.190   0.337   0.438   0.491   0.495
Precast-top   -0.000   0.032   0.036   0.162   0.288   0.375   0.422   0.425
Bottom        -0.000  -0.086  -0.095  -0.429  -0.758  -0.981  -1.095  -1.104
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.048   0.053   0.242   0.431   0.562   0.632   0.642 
Precast-top    0.036   0.329   0.349   1.048   1.733   2.160   2.327   2.436 
Bottom         0.537   2.029   2.005   1.151   0.318  -0.212  -0.440  -0.539 
 

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
    459.8    6.5   57.3    1.476   5.7   6.00e-3 50.0    474.0     1.995    4.693      0.00
      0.0    1.3   56.6     42.0 0.145      31.3 0.87    12.00     0.127    1.722 
Transfer:   3.00
    446.9    6.5   57.3    6.643  25.5  -0.10e-3 28.7    292.5     0.588    2.112      0.00
    799.6    5.9   54.3    189.0 0.140     178.5 5.19    12.00     0.127    1.741 
Critical:   5.16
    434.7    6.5   57.3    7.526  25.5  -0.14e-3 28.5    273.7     0.551    1.760      0.00
   1473.7    6.8   53.9    189.0 0.137     183.8 5.39    12.00     0.127    1.775 
0.1L    :  13.63
    387.7    6.5   56.2   10.416  25.5  -0.15e-3 28.5    230.0     0.489    0.827      0.00
   4038.5   10.4   51.0    189.0 0.129     175.4 5.43    12.00     0.127    1.369 
0.2L    :  27.27
    314.0    6.5   52.9   12.586  25.5  -0.06e-3 28.8    171.3     0.395    0.620      0.00
   7220.4   10.5   47.7    189.0 0.110     152.2 5.04    24.00     0.127    1.281 
0.3L    :  40.90
    242.8    6.5   54.9   12.586  25.5   0.29e-3 30.0    120.5     0.280    0.413      0.00
   9369.7   10.6   49.6    189.0 0.080     123.9 3.94    24.00     0.127    1.212 
0.4L    :  54.53
    172.7    6.5   56.9   12.586   0.0   0.67e-3 31.4     87.8     0.208    0.413      0.00
  10519.5   10.6   51.6    189.0 0.060     104.1 3.19    24.00     0.127    1.454 
0.5L    :  68.17
    104.9    6.5   56.9   12.586   0.0   0.61e-3 31.1      9.0     0.127    0.413      0.00
  10710.5   10.6   51.6    189.0 0.037     107.6 3.29    24.00     0.127    2.436 
0.6L    :  81.80
    172.7    6.5   56.9   12.586   0.0   0.67e-3 31.4     87.8     0.208    0.413      0.00
  10519.3   10.6   51.6    189.0 0.060     104.1 3.19    24.00     0.127    1.454 
0.7L    :  95.43
    242.8    6.5   54.9   12.586  25.5   0.29e-3 30.0    120.5     0.281    0.413      0.00
   9370.2   10.6   49.6    189.0 0.080     123.8 3.94    24.00     0.127    1.211 
0.8L    : 109.07
    314.0    6.5   52.9   12.586  25.5  -0.06e-3 28.8    171.3     0.395    0.620      0.00
   7220.7   10.5   47.7    189.0 0.110     152.2 5.04    24.00     0.127    1.280 
0.9L    : 122.70
    387.7    6.5   56.2   10.416  25.5  -0.15e-3 28.5    230.0     0.489    0.827      0.00
   4038.7   10.4   51.0    189.0 0.129     175.4 5.43    12.00     0.127    1.369 
Critical: 131.18
    434.7    6.5   57.3    7.526  25.5  -0.14e-3 28.5    273.8     0.551    1.760      0.00
   1473.7    6.8   53.9    189.0 0.137     183.8 5.39    12.00     0.127    1.775 
Transfer: 133.33
    446.9    6.5   57.3    6.643  25.5  -0.10e-3 28.7    292.5     0.588    2.112      0.00
    799.6    5.9   54.3    189.0 0.140     178.5 5.19    12.00     0.127    1.741 
Bearing : 135.67
    459.8    6.5   57.3    1.476   5.7   6.00e-3 50.0    474.0     1.995    4.693      0.00
      0.0    1.3   56.6     42.0 0.145      31.3 0.87    12.00     0.127    1.722 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    459.8      9.02     57.29    1.35       56.62    24.00      0.300      2.258      0.125      4.693 
Transfer:      2.33
    446.9      9.14     57.29    5.89       54.35    24.00      0.300      2.295      0.147      2.112 
Critical:      4.49
    434.9      8.97     57.29    6.81       53.89    24.00      0.300      2.239      0.113      1.760 
0.1L    :     12.97
    387.7      8.45     56.23   10.44       51.01    24.00      0.300      2.065      0.009      0.827 
0.2L    :     26.60
    314.0      7.32     52.94   10.50       47.69    24.00      0.300      1.689      0.000      0.620 
0.3L    :     40.23
    242.8      5.44     54.91   10.56       49.63    24.00      0.300      1.062      0.000      0.413 
0.4L    :     53.87
    172.7      3.72     56.87   10.61       51.56    24.00      0.300      0.490      0.000      0.413 
0.5L    :     67.50
    104.9      2.26     56.87   10.61       51.56    24.00      0.300      0.004      0.000      0.413 
0.6L    :     81.13
    172.7      3.72     56.87   10.61       51.56    24.00      0.300      0.490      0.000      0.413 
0.7L    :     94.77
    242.8      5.44     54.91   10.56       49.63    24.00      0.300      1.062      0.000      0.413 
0.8L    :    108.40
    314.0      7.32     52.94   10.50       47.69    24.00      0.300      1.689      0.000      0.620 
0.9L    :    122.03
    387.7      8.45     56.23   10.44       51.01    24.00      0.300      2.065      0.009      0.827 
Critical:    130.51
    434.9      8.97     57.29    6.81       53.89    24.00      0.300      2.239      0.113      1.760 
Transfer:    132.67
    446.9      9.14     57.29    5.89       54.35    24.00      0.300      2.295      0.147      2.112 
Bearing :    135.00
    459.8      9.02     57.29    1.35       56.62    24.00      0.300      2.258      0.125      4.693 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
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          :       1.730            3.054            3.566
 
At 0.2 x L = 26.60 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.003            5.293            6.156
 
At 0.3 x L = 40.23 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.859            6.794            7.879
 
At 0.4 x L = 53.87 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
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          :       4.315            7.591            8.787
 
At 0.5 x L = 67.50 ft
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
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          :       4.501            7.917            9.161
 
At 0.6 x L = 81.13 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
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          :       4.315            7.591            8.787
 
At 0.7 x L = 94.77 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.859            6.794            7.879
 
At 0.8 x L = 108.40 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.003            5.293            6.156
 
At 0.9 x L = 122.03 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
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          :       1.730            3.054            3.566
 

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
   804.0    49.4  8.376  259.4    6.9   5.89   8419.1  0.023T 1.00       -       -     -     -  
H/2     :   2.59
   891.9    49.5  8.509  259.2    7.0   5.98   8545.5  0.023T 1.00       -       -     -     -  
0.1L    :  12.97
  4101.2    51.0 12.586  251.8   12.3  10.44  12303.1  0.012T 1.00   9191.6  5454.6    1.34    -  
0.2L    :  26.60
  7449.5    52.9 12.586  252.4   12.4  10.50  12847.7  0.012T 1.00   9212.8  9212.8    1.39    -  
0.3L    :  40.23
  9813.6    54.9 12.586  252.9   12.4  10.56  13392.9  0.012T 1.00   9407.0  9407.0    1.42    -  
0.4L    :  53.87
 11223.9    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9767.8  9767.8    1.43    -  
0.5L    :  67.50
 11667.3    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9691.9  9691.9    1.44    -  
0.6L    :  81.13
 11223.8    56.9 12.586  253.4   12.5  10.61  13938.8  0.011T 1.00   9767.8  9767.8    1.43    -  
0.7L    :  94.77
  9814.1    54.9 12.586  252.9   12.4  10.56  13392.9  0.012T 1.00   9406.8  9406.8    1.42    -  
0.8L    : 108.40
  7449.9    52.9 12.586  252.4   12.4  10.50  12847.7  0.012T 1.00   9212.7  9212.7    1.39    -  
0.9L    : 122.03
  4101.3    51.0 12.586  251.8   12.3  10.44  12303.1  0.012T 1.00   9191.5  5454.8    1.34    -  
H/2     : 132.41
   891.9    49.5  8.509  259.2    7.0   5.98   8545.5  0.023T 1.00       -       -     -     -  
Transfer: 132.67
   804.0    49.4  8.376  259.4    6.9   5.89   8419.1  0.023T 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 1-29; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.108
        M   2.00 Fb     0.105
 
  2   2 E  50.00 Ft     0.424
        M  12.00 Fb     0.044
 
  3   2 E  48.00 Ft     0.724
        M  10.00 Fb    -0.003
 
  4   2 E  46.00 Ft     1.005
        M   8.00 Fb    -0.036
 
  5   2 E  44.00 Ft     1.269
        M   6.00 Fb    -0.055
 
  6   2 E  42.00 Ft     1.516
        M   4.00 Fb    -0.060
 
  7   2 E  40.00 Ft     1.745
        M   2.00 Fb    -0.052
 
  8   2 E  10.00 Ft     1.730
        M  10.00 Fb     0.150
 
  9   2 E   8.00 Ft     1.697
        M   8.00 Fb     0.365
 
 10   2 E   8.00 Ft     1.664
        M   8.00 Fb     0.581
 
 11   2 E   8.00 Ft     1.632
        M   8.00 Fb     0.797
 
 12   2 E   8.00 Ft     1.599
        M   8.00 Fb     1.012
 
 13   2 E   6.00 Ft     1.548
        M   6.00 Fb     1.242
 
 14   2 E   6.00 Ft     1.498
        M   6.00 Fb     1.471
 
 15   2 E   6.00 Ft     1.448
        M   6.00 Fb     1.700
 
 16   2 E   6.00 Ft     1.398
        M   6.00 Fb     1.930
 
 17   2 E   6.00 Ft     1.347
        M   6.00 Fb     2.159
 
 18   2 E   6.00 Ft     1.297
        M   6.00 Fb     2.389
 
 19   2 E   4.00 Ft     1.229
        M   4.00 Fb     2.632
 
 20   2 E   4.00 Ft     1.161
        M   4.00 Fb     2.875
 
 21   2 E   4.00 Ft     1.093
        M   4.00 Fb     3.119
 
 22   2 E   4.00 Ft     1.026
        M   4.00 Fb     3.362
 
 23   2 E   4.00 Ft     0.958
        M   4.00 Fb     3.605
 
 24   2 E   4.00 Ft     0.890
        M   4.00 Fb     3.849
 
 25   2 E   2.00 Ft     0.804
        M   2.00 Fb     4.106
 
 26   2 E   2.00 Ft     0.719
        M   2.00 Fb     4.363
 
 27   2 E   2.00 Ft     0.634
        M   2.00 Fb     4.620
 
 28   2 E   2.00 Ft     0.548
        M   2.00 Fb     4.877
 
 29   2 E   2.00 Ft     0.463
        M   2.00 Fb     5.134
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  58
No. of strands, Draped:  12           No. of strands, Straight:  46
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.40 %               Final losses: 15.41 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.134     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.463       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13938.77    11667.33     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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   1.126     Midspan    1.800   0.294     Midspan
    Pre.Top:   5.700   4.736     Midspan    4.275   4.022     Midspan
    Pre.Bot:   5.700   4.095    Transfer    4.275   4.230    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.071     Bearing
    Pre.Bot:  -0.586  -0.354     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.436     Midspan
    Pre.Bot:                                                             3.800   2.029    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
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          :       4.501            7.917            9.161
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTD                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.04/  3.51 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  =  96.312 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       0.052      0.00       0.052  135.00
     DC  Line       0.035      0.00       0.035  135.00
     DC  Line       0.075      0.00       0.075  135.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    48.17 
      0.25    88.17 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 136.333 ft
Release length = 136.333 ft
Design  length = 135.000 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)  : 0.666   (Calculated)    
Live Moment (1  lane  loaded)  : 0.792   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.916   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.014   (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           1322.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       285860 in4           656595 in4#
Ht. of c.g.           =        24.64 in             39.24 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        780.0 plf           1575.2 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 = 0.7517

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    12.97    26.60    40.23    53.87    67.50
 
Precast: (At Release, using Ec =  5362.7 ksi )
  Area    , in2    760.9    803.1    803.1    803.1    803.1    803.1    803.1    803.1
  Yb      ,  in    24.46    23.84    23.84    23.74    23.60    23.47    23.34    23.34
  MI(Ixx) , in4   287429   292947   292992   294903   297758   301005   304643   304643
Composite: (At Final, using Ec =  5675.6 ksi )
  Area    , in2   1333.9   1373.3   1373.3   1373.3   1373.3   1373.3   1373.3   1373.3
  Yb      ,  in    39.02    38.26    38.26    38.21    38.13    38.06    37.99    37.99
  MI(Ixx) , in4   664185   690642   690738   694706   700253   706176   712476   712476

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       8.00  ksi   
  Elasticity         =     5362.7 ksi   
  Max comp           =       5.20 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.68 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       9.50 ksi           4.00 ksi
  Elasticity         =    5675.61 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       5.70 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       4.28 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           =       3.80 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.59 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  58 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 54.53 ft from member end )
END PATTERN (Ycg = 13.24 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 in     2 @ 40.000 in     2 @ 42.000 in     2 @ 44.000 in
     2 @ 46.000 in     2 @ 48.000 in     2 @ 50.000 in
 
MID PATTERN (Ycg = 5.38 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
     2 @ 10.000 in     2 @ 12.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     8 @  8.000 in
     2 @ 10.000 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     =   12.59 in2      Initial Pull          =     2467.1 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     10.597 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     13.246 ft
Holddown Force        =  29.590 kips     Beam Shrtng (PL/AE)   =      0.937 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)       
---------------------------------------------------------------------------------------
      7909.518         740 5853.043     26.257 106339.961  1640.106     854.541        
 
 
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       2.25       0.1250      1.2500    Yes
      2      US#6[M19]       60.00        0.88       3.00       1.2500      2.7500    Yes
      2      US#6[M19]       60.00        0.88       5.00       2.7500      3.1670    Yes
      2      US#6[M19]       60.00        0.88       6.00       3.1670      5.6670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.6670     17.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      17.6670     27.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      27.6670     35.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      35.1670    101.1660    Yes
      2      US#5[M16]       60.00        0.62      15.00     101.1660    108.6660    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.6660    118.6660    Yes
      2      US#5[M16]       60.00        0.62       9.00     118.6660    130.6660    Yes
      2      US#6[M19]       60.00        0.88       6.00     130.6660    133.1660    Yes
      2      US#6[M19]       60.00        0.88       5.00     133.1660    133.5830    Yes
      2      US#6[M19]       60.00        0.88       3.00     133.5830    135.0830    Yes
      2      US#6[M19]       60.00        0.88       2.25     135.0830    136.2080    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 135.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 12.5860 in2       Ycg =  5.38 in
         P_init    =     2467.1 kips  Ecc = 19.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5363 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    20.38 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 3.834 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.79 ksi    0.00 ksi
    due to Composite Loads                                 -2.87 ksi    0.00 ksi
    due to Live Loads                                      -7.54 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                         6.67 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        18.30 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 20.38 ksi  (10.40 %)             9.18 ksi ( 4.68 %)
Total Prestress Losses                                    29.55 ksi (15.08 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 166.5 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 : 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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    25.1    27.9   128.4   233.9   309.3   354.5   369.6
DC(Max)     V      11.0    10.6    10.5     8.8     6.6     4.4     2.2     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   123.1   136.6   629.2  1146.5  1516.0  1737.7  1811.6
Haunch (Max)V      53.7    51.8    51.6    43.4    32.5    21.7    10.8     0.0
Diaphragm : M       0.0     0.6     0.6     3.2     6.6    10.0    11.9    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   240.1   266.3  1221.1  2208.1  2893.1  3298.9  3417.5
            V     134.2   131.0   130.6   116.4    54.7    36.2    53.0    34.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   134.2   131.0   130.7   116.5    99.0    82.7    67.3    52.8
            M       0.0   237.1   262.9  1179.4  2055.7  2598.0  2830.6  2781.5
Total     : M+      0.0   580.2   643.6  2959.7  5377.0  7084.7  8104.0  8426.4
            V     282.5   274.2   273.3   236.3   144.7    96.2    82.9    34.4
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   282.5   274.2   273.3   236.4   189.0   142.8    97.2    52.8
            M       0.0   577.2   640.2  2918.1  5224.7  6789.6  7635.7  7790.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     354.5   309.3   233.9   128.4    27.9    25.1     0.0
DC(Max)     V       2.2     4.4     6.6     8.8    10.5    10.6    11.0
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    1737.7  1516.0  1146.5   629.2   136.6   123.1     0.0
Haunch (Max)V      10.8    21.7    32.5    43.4    51.6    51.8    53.7
Diaphragm : M      11.8    10.2     6.7     3.3     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   3298.9  2893.1  2208.1  1221.1   266.3   240.1     0.0
            V      53.0    36.2    54.7   116.4   130.6   131.0   134.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.3    82.7    99.0   116.5   130.7   131.0   134.2
            M    2830.6  2598.0  2055.7  1179.4   262.9   237.1     0.0
Total     : M+   8103.9  7084.9  5377.2  2959.8   643.6   580.2     0.0
            V      82.9    96.2   144.7   236.3   273.3   274.2   282.5
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    97.2   142.8   189.0   236.4   273.3   274.2   282.5
            M    7635.6  6789.8  5224.8  2918.1   640.2   577.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.7             52.7
Deck+Haunch            53.7             53.7
Diaphragm               0.2              0.3
DL-Prec.(DC)           11.0             11.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           99.9             99.9
DL-Comp.(DW)           54.0             54.0
Live                  110.2            110.2
        Truck          67.0             67.0
        Lane           43.2             43.2
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     0.0
DL-Prec.  : M       0.0    25.1    27.9   128.4   233.9   309.3   354.5   369.6
DC(Max)     V      11.0    10.6    10.5     8.8     6.6     4.4     2.2     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   123.1   136.6   629.2  1146.5  1516.0  1737.7  1811.6
Haunch (Max)V      53.7    51.8    51.6    43.4    32.5    21.7    10.8     0.0
Diaphragm : M       0.0     0.6     0.6     3.2     6.6    10.0    11.9    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     0.0
DL-Comp   : M       0.0    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     0.0
LL + I    : M+      0.0   192.0   213.0   976.9  1766.5  2314.5  2639.1  2734.0
            V     107.4   104.8   104.5    93.1    43.8    28.9    42.4    27.5
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   107.4   104.8   104.5    93.2    79.2    66.2    53.9    42.2
            M       0.0   189.7   210.3   943.5  1644.6  2078.4  2264.5  2225.2
Total     : M+      0.0   532.1   590.3  2715.5  4935.4  6506.1  7444.2  7742.9
            V     255.7   248.0   247.1   213.0   133.7    89.0    72.3    27.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   255.7   248.0   247.1   213.1   169.2   126.2    83.8    42.2
            M       0.0   529.8   587.6  2682.2  4813.6  6270.0  7069.6  7234.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
DL-Prec.  : M     354.5   309.3   233.9   128.4    27.9    25.1     0.0
DC(Max)     V       2.2     4.4     6.6     8.8    10.5    10.6    11.0
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    1737.7  1516.0  1146.5   629.2   136.6   123.1     0.0
Haunch (Max)V      10.8    21.7    32.5    43.4    51.6    51.8    53.7
Diaphragm : M      11.8    10.2     6.7     3.3     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
LL + I    : M+   2639.1  2314.5  1766.5   976.9   213.0   192.0     0.0
            V      42.4    28.9    43.8    93.1   104.5   104.8   107.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.9    66.2    79.2    93.2   104.5   104.8   107.4
            M    2264.5  2078.4  1644.6   943.5   210.3   189.7     0.0
Total     : M+   7444.1  6506.3  4935.6  2715.6   590.3   532.2     0.0
            V      72.3    89.0   133.7   213.0   247.1   248.0   255.7
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    83.8   126.2   169.2   213.1   247.1   248.0   255.7
            M    7069.5  6270.2  4813.7  2682.3   587.6   529.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.59   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   150.9   167.4   771.4  1405.7  1858.7  2130.6  2221.2
(Max)       V      65.8    63.5    63.3    53.2    39.9    26.6    13.3     0.0
Self wt.  : M       0.0   108.7   120.5   555.4  1012.1  1338.3  1534.0  1599.2
(Min)       V      47.4    45.7    45.6    38.3    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    31.4    34.8   160.5   292.4   386.6   443.2   462.0
DC(Max)     V      13.7    13.2    13.2    11.1     8.3     5.5     2.8     0.0
DL-Prec.  : M       0.0    22.6    25.1   115.5   210.5   278.4   319.1   332.7
DC(Min)     V       9.9     9.5     9.5     8.0     6.0     4.0     2.0     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   153.9   170.7   786.5  1433.1  1895.0  2172.2  2264.5
Haunch (Max)V      67.1    64.8    64.5    54.2    40.7    27.1    13.6     0.0
Deck +    : M       0.0   110.8   122.9   566.3  1031.8  1364.4  1564.0  1630.5
Haunch (Min)V      48.3    46.6    46.5    39.0    29.3    19.5     9.8     0.0
Diaphragm : M       0.0     0.7     0.8     4.0     8.2    12.4    14.9    14.8
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.6     2.9     5.9     9.0    10.7    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    57.3    63.5   292.7   533.4   705.4   808.5   842.9
DC(Max)     V      25.0    24.1    24.0    20.2    15.1    10.1     5.0     0.0
DL-Comp   : M       0.0    41.2    45.7   210.8   384.1   507.9   582.1   606.9
DC(Min)     V      18.0    17.4    17.3    14.5    10.9     7.3     3.6     0.0
DL-Comp   : M       0.0    37.1    41.2   189.9   346.0   457.5   524.4   546.8
DW(Max)     V      16.2    15.6    15.6    13.1     9.8     6.5     3.3     0.0
DL-Comp   : M       0.0    16.1    17.9    82.3   149.9   198.3   227.3   236.9
DW(Min)     V       7.0     6.8     6.8     5.7     4.3     2.8     1.4     0.0
LL + I    : M+      0.0   420.1   466.0  2136.9  3864.1  5062.9  5773.1  5980.6
            V     234.8   229.2   228.6   203.7    95.7    63.3    92.7    60.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   234.8   229.3   228.7   203.9   173.3   144.8   117.8    92.4
            M       0.0   415.0   460.1  2064.0  3597.6  4546.6  4953.6  4867.7
Total     : M+      0.0   851.4   944.5  4341.9  7883.0 10378.7 11866.8 12332.9
            V     422.9   410.8   409.5   355.8   209.8   139.4   130.6    60.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   422.9   410.9   409.5   355.9   287.3   220.9   155.7    92.4
            M       0.0   846.3   938.6  4269.0  7616.4  9862.3 11047.4 11219.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    2130.6  1858.7  1405.7   771.4   167.4   150.9     0.0
(Max)       V      13.3    26.6    39.9    53.2    63.3    63.5    65.8
Self wt.  : M    1534.0  1338.3  1012.1   555.4   120.5   108.7     0.0
(Min)       V       9.6    19.1    28.7    38.3    45.6    45.7    47.4
DL-Prec.  : M     443.2   386.6   292.4   160.5    34.8    31.4     0.0
DC(Max)     V       2.8     5.5     8.3    11.1    13.2    13.2    13.7
DL-Prec.  : M     319.1   278.4   210.5   115.5    25.1    22.6     0.0
DC(Min)     V       2.0     4.0     6.0     8.0     9.5     9.5     9.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2172.2  1895.0  1433.1   786.5   170.7   153.9     0.0
Haunch (Max)V      13.6    27.1    40.7    54.2    64.5    64.8    67.1
Deck +    : M    1564.0  1364.4  1031.8   566.3   122.9   110.8     0.0
Haunch (Min)V       9.8    19.5    29.3    39.0    46.5    46.6    48.3
Diaphragm : M      14.8    12.7     8.4     4.1     0.8     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.7     9.1     6.0     2.9     0.6     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     808.5   705.4   533.4   292.7    63.5    57.3     0.0
DC(Max)     V       5.0    10.1    15.1    20.2    24.0    24.1    25.0
DL-Comp   : M     582.1   507.9   384.1   210.8    45.7    41.2     0.0
DC(Min)     V       3.6     7.3    10.9    14.5    17.3    17.4    18.0
DL-Comp   : M     524.4   457.5   346.0   189.9    41.2    37.1     0.0
DW(Max)     V       3.3     6.5     9.8    13.1    15.6    15.6    16.2
DL-Comp   : M     227.3   198.3   149.9    82.3    17.9    16.1     0.0
DW(Min)     V       1.4     2.8     4.3     5.7     6.8     6.8     7.0
LL + I    : M+   5773.1  5062.9  3864.1  2136.9   466.0   420.1     0.0
            V      92.7    63.3    95.7   203.7   228.6   229.2   234.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.8   144.8   173.3   203.9   228.7   229.3   234.8
            M    4953.6  4546.6  3597.6  2064.0   460.1   415.0     0.0
Total     : M+  11866.7 10378.9  7883.2  4341.9   944.5   851.4     0.0
            V     130.6   139.4   209.8   355.8   409.5   410.8   422.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   155.7   220.9   287.3   355.9   409.5   410.9   422.9
            M   11047.3  9862.5  7616.6  4269.0   938.6   846.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.8             65.8
Deck+Haunch            67.1             67.1
Diaphragm               0.3              0.3
DL-Prec.(DC)           13.7             13.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          124.9            124.9
DL-Comp.(DW)           81.0             81.0
Live                  192.9            192.9
        Truck         117.3            117.3
        Lane           75.6             75.6
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   12.97   26.60   40.23   53.87   67.50
Self wt.  : M       0.0   120.7   133.9   617.1  1124.5  1487.0  1704.4  1776.9
(Max)       V      52.7    50.8    50.6    42.5    31.9    21.3    10.6     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    25.1    27.9   128.4   233.9   309.3   354.5   369.6
DC(Max)     V      11.0    10.6    10.5     8.8     6.6     4.4     2.2     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   123.1   136.6   629.2  1146.5  1516.0  1737.7  1811.6
Haunch (Max)V      53.7    51.8    51.6    43.4    32.5    21.7    10.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.6     3.2     6.6    10.0    11.9    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    45.8    50.8   234.2   426.8   564.3   646.8   674.3
DC(Max)     V      20.0    19.3    19.2    16.1    12.1     8.1     4.0     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    24.8    27.5   126.6   230.7   305.0   349.6   364.5
DW(Max)     V      10.8    10.4    10.4     8.7     6.5     4.4     2.2     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   225.6   250.2  1137.8  2028.9  2652.6  2991.2  3017.1
            V     127.1   124.5   124.2   112.4    97.7    73.7    59.0    44.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   127.1   124.5   124.2   112.4    97.7    83.0    68.3    53.6
            M       0.0   225.6   250.2  1137.8  2028.9  2607.3  2873.0  2826.0
Total     : M+      0.0   565.7   627.5  2876.4  5197.9  6844.2  7796.3  8026.0
            V     275.4   267.6   266.8   232.3   187.7   133.8    88.9    44.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   275.4   267.6   266.8   232.3   187.7   143.1    98.2    53.6
            M       0.0   565.7   627.5  2876.4  5197.9  6798.9  7678.1  7834.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    81.13   94.77  108.40  122.03  132.41  132.67  135.00
Self wt.  : M    1704.4  1487.0  1124.5   617.1   133.9   120.7     0.0
(Max)       V      10.6    21.3    31.9    42.5    50.6    50.8    52.7
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     354.5   309.3   233.9   128.4    27.9    25.1     0.0
DC(Max)     V       2.2     4.4     6.6     8.8    10.5    10.6    11.0
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    1737.7  1516.0  1146.5   629.2   136.6   123.1     0.0
Haunch (Max)V      10.8    21.7    32.5    43.4    51.6    51.8    53.7
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      11.8    10.2     6.7     3.3     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     646.8   564.3   426.8   234.2    50.8    45.8     0.0
DC(Max)     V       4.0     8.1    12.1    16.1    19.2    19.3    20.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     349.6   305.0   230.7   126.6    27.5    24.8     0.0
DW(Max)     V       2.2     4.4     6.5     8.7    10.4    10.4    10.8
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+   2991.2  2652.6  2028.9  1137.8   250.2   225.6     0.0
            V      59.0    73.7    97.7   112.4   124.2   124.5   127.1
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    68.3    83.0    97.7   112.4   124.2   124.5   127.1
            M    2873.0  2607.3  2028.9  1137.8   250.2   225.6     0.0
Total     : M+   7796.2  6844.4  5198.0  2876.5   627.5   565.7     0.0
            V      88.9   133.8   187.7   232.3   266.8   267.6   275.4
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    98.2   143.1   187.7   232.3   266.8   267.6   275.4
            M    7678.0  6799.1  5198.0  2876.5   627.5   565.7     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.031   0.034   0.158   0.287   0.376   0.428   0.446
Bottom        -0.000  -0.025  -0.027  -0.124  -0.223  -0.289  -0.326  -0.340
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.008   0.012   0.014   0.014
Bottom        -0.000  -0.001  -0.001  -0.003  -0.006  -0.010  -0.011  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.152   0.169   0.775   1.404   1.845   2.099   2.188
Bottom        -0.000  -0.120  -0.133  -0.608  -1.091  -1.419  -1.597  -1.665
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.016   0.073   0.133   0.174   0.199   0.207
Precast-top   -0.000   0.013   0.014   0.064   0.116   0.153   0.174   0.182
Bottom        -0.000  -0.030  -0.034  -0.155  -0.279  -0.365  -0.414  -0.431
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.009   0.040   0.072   0.094   0.107   0.112
Precast-top   -0.000   0.007   0.008   0.035   0.063   0.083   0.094   0.098
Bottom        -0.000  -0.016  -0.018  -0.084  -0.151  -0.197  -0.224  -0.233
 
LL+I(+)
Topping-top   -0.000   0.075   0.083   0.381   0.686   0.894   1.013   1.050
Precast-top   -0.000   0.066   0.073   0.333   0.600   0.784   0.890   0.922
Bottom        -0.000  -0.160  -0.177  -0.806  -1.443  -1.871  -2.111  -2.187
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.097   0.108   0.494   0.890   1.162   1.319   1.369 
Precast-top    0.071   0.650   0.688   2.057   3.402   4.234   4.565   4.803 
Bottom         1.074   4.079   4.033   2.397   0.786  -0.230  -0.686  -0.938 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.022   0.025   0.113   0.204   0.269   0.306   0.319 
Precast-top    0.071   0.585   0.616   1.724   2.801   3.451   3.675   3.882 
Bottom         1.074   4.238   4.210   3.203   2.229   1.641   1.424   1.249 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.63   27.27   40.90   54.53   68.17
 
Beam-Self
Precast-top    0.193   0.803   1.421   1.853   2.101   2.189 
Bottom        -0.152  -0.630  -1.103  -1.424  -1.599  -1.666 
 
Prestress
Precast-top    0.270  -0.083  -0.528  -0.963  -1.387  -1.387 
Bottom         5.287   5.546   5.867   6.174   6.466   6.466 
 
Total
Precast-top    0.463   0.721   0.893   0.890   0.714   0.801 
Bottom         5.134   4.916   4.764   4.750   4.867   4.800 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.96 %)
             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   12.97   26.60   40.23   53.87   67.50
 
Prestress
Precast-top    0.071   0.232   0.225  -0.071  -0.454  -0.829  -1.194  -1.194
Bottom         1.074   4.549   4.554   4.772   5.048   5.312   5.563   5.563
 
Self wt.
Precast-top   -0.000   0.149   0.165   0.760   1.378   1.810   2.059   2.146
Bottom        -0.000  -0.118  -0.131  -0.596  -1.070  -1.391  -1.567  -1.634
 
DL-Prec (DC)
Precast-top   -0.000   0.031   0.034   0.158   0.287   0.376   0.428   0.446
Bottom        -0.000  -0.025  -0.027  -0.124  -0.223  -0.289  -0.326  -0.340
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.004   0.008   0.012   0.014   0.014
Bottom        -0.000  -0.001  -0.001  -0.003  -0.006  -0.010  -0.011  -0.011
 
Deck + Haunch
Precast-top   -0.000   0.152   0.169   0.775   1.404   1.845   2.099   2.188
Bottom        -0.000  -0.120  -0.133  -0.608  -1.091  -1.419  -1.597  -1.665
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.016   0.073   0.133   0.174   0.199   0.207
Precast-top   -0.000   0.013   0.014   0.064   0.116   0.153   0.174   0.182
Bottom        -0.000  -0.030  -0.034  -0.155  -0.279  -0.365  -0.414  -0.431
 
DL-Comp (DW)
Topping-top   -0.000   0.008   0.009   0.040   0.072   0.094   0.107   0.112
Precast-top   -0.000   0.007   0.008   0.035   0.063   0.083   0.094   0.098
Bottom        -0.000  -0.016  -0.018  -0.084  -0.151  -0.197  -0.224  -0.233
 
LL+I(+)
Topping-top   -0.000   0.060   0.067   0.305   0.549   0.715   0.811   0.840
Precast-top   -0.000   0.053   0.058   0.267   0.480   0.627   0.712   0.737
Bottom        -0.000  -0.128  -0.142  -0.645  -1.154  -1.497  -1.689  -1.749
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.091   0.418   0.753   0.984   1.117   1.159 
Precast-top    0.071   0.637   0.674   1.991   3.282   4.077   4.387   4.619 
Bottom         1.074   4.111   4.069   2.558   1.075   0.144  -0.264  -0.500 
 

 
 
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   12.97   26.60   40.23   53.87   67.50
F_LL+I(+)
Topping-top   -0.000   0.071   0.078   0.355   0.630   0.820   0.919   0.927
Precast-top   -0.000   0.062   0.068   0.310   0.552   0.718   0.807   0.814
Bottom        -0.000  -0.150  -0.166  -0.751  -1.326  -1.716  -1.914  -1.930
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.082   0.091   0.412   0.732   0.954   1.072   1.086 
Precast-top    0.036   0.354   0.376   1.172   1.952   2.444   2.644   2.754 
Bottom         0.537   1.969   1.939   0.851  -0.211  -0.895  -1.202  -1.306 
 

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
    422.9    6.5   57.3    1.528   5.7   6.00e-3 50.0    433.0     1.827    4.693      0.00
      0.0    1.6   56.5     42.0 0.133      31.2 0.87    12.00     0.127    1.868 
Transfer:   3.00
    410.9    6.5   57.3    6.879  25.5  -0.13e-3 28.5    249.0     0.502    2.112      0.00
    846.3    6.8   53.9    189.0 0.130     182.1 5.34    12.00     0.127    1.878 
Critical:   5.09
    399.7    6.5   57.3    7.758  25.5  -0.18e-3 28.4    232.1     0.472    1.760      0.00
   1546.0    8.5   53.1    189.0 0.128     186.6 5.55    12.00     0.127    1.902 
0.1L    :  13.63
    355.9    6.5   56.2   10.416  25.5  -0.15e-3 28.5    196.0     0.420    0.827      0.00
   4269.0   15.3   50.6    189.0 0.118     174.0 5.43    24.00     0.127    1.480 
0.2L    :  27.27
    287.3    6.5   52.9   12.586  25.5  -0.05e-3 28.8    143.5     0.332    0.620      0.00
   7616.4   15.6   47.6    189.0 0.100     150.3 4.98    24.00     0.127    1.391 
0.3L    :  40.90
    220.9    6.5   54.9   12.586  25.5   0.59e-3 31.1    115.9     0.283    0.413      0.00
   9862.3   15.9   49.4    189.0 0.072     104.1 3.33    24.00     0.127    1.218 
0.4L    :  54.53
    155.7    6.5   56.9   12.586   0.0   1.02e-3 32.6     85.0     0.212    0.413      0.00
  11047.4   16.2   51.2    189.0 0.055      88.0 2.72    24.00     0.127    1.465 
0.5L    :  68.17
     92.4    6.5   56.9   12.586   0.0   0.96e-3 32.4     12.2     0.127    0.413      0.00
  11219.9   16.2   51.2    189.0 0.032      90.5 2.79    24.00     0.127    2.508 
0.6L    :  81.80
    155.7    6.5   56.9   12.586   0.0   1.02e-3 32.6     85.0     0.212    0.413      0.00
  11047.3   16.2   51.2    189.0 0.055      88.0 2.72    24.00     0.127    1.465 
0.7L    :  95.43
    220.9    6.5   54.9   12.586  25.5   0.59e-3 31.1    115.9     0.283    0.413      0.00
   9862.5   15.9   49.4    189.0 0.072     104.1 3.33    24.00     0.127    1.218 
0.8L    : 109.07
    287.3    6.5   52.9   12.586  25.5  -0.05e-3 28.8    143.5     0.332    0.620      0.00
   7616.6   15.6   47.6    189.0 0.100     150.3 4.98    24.00     0.127    1.391 
0.9L    : 122.70
    355.9    6.5   56.2   10.416  25.5  -0.15e-3 28.5    196.0     0.420    0.827      0.00
   4269.0   15.3   50.6    189.0 0.118     174.0 5.43    24.00     0.127    1.480 
Critical: 131.24
    399.8    6.5   57.3    7.758  25.5  -0.18e-3 28.4    232.1     0.472    1.760      0.00
   1546.1    8.5   53.1    189.0 0.128     186.6 5.55    12.00     0.127    1.902 
Transfer: 133.33
    410.9    6.5   57.3    6.879  25.5  -0.13e-3 28.5    249.0     0.502    2.112      0.00
    846.3    6.8   53.9    189.0 0.130     182.1 5.34    12.00     0.127    1.878 
Bearing : 135.67
    422.9    6.5   57.3    1.528   5.7   6.00e-3 50.0    433.0     1.827    4.693      0.00
      0.0    1.6   56.5     42.0 0.133      31.2 0.87    12.00     0.127    1.868 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 2467.11
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    4.93
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    422.9      8.32     57.29    1.57       56.51    24.00      0.300      2.022      0.000      4.693 
Transfer:      2.33
    410.9      8.47     57.29    6.83       53.88    24.00      0.300      2.074      0.015      2.112 
Critical:      4.42
    400.1      8.38     57.29    8.46       53.06    24.00      0.300      2.043      0.000      1.760 
0.1L    :     12.97
    355.9      8.14     56.23   15.33       48.56    24.00      0.300      1.965      0.000      0.827 
0.2L    :     26.60
    287.3      7.07     52.94   15.62       45.13    24.00      0.300      1.608      0.000      0.620 
0.3L    :     40.23
    220.9      5.23     54.91   15.90       46.96    24.00      0.300      0.993      0.000      0.413 
0.4L    :     53.87
    155.7      3.55     56.87   16.17       48.79    24.00      0.300      0.432      0.000      0.413 
0.5L    :     67.50
     92.4      2.10     56.87   16.17       48.79    24.00      0.300      0.000      0.000      0.413 
0.6L    :     81.13
    155.7      3.55     56.87   16.17       48.79    24.00      0.300      0.432      0.000      0.413 
0.7L    :     94.77
    220.9      5.23     54.91   15.90       46.96    24.00      0.300      0.993      0.000      0.413 
0.8L    :    108.40
    287.3      7.07     52.94   15.62       45.13    24.00      0.300      1.608      0.000      0.620 
0.9L    :    122.03
    355.9      8.14     56.23   15.33       48.56    24.00      0.300      1.965      0.000      0.827 
Critical:    130.58
    400.1      8.38     57.29    8.46       53.06    24.00      0.300      2.043      0.000      1.760 
Transfer:    132.67
    410.9      8.47     57.29    6.83       53.88    24.00      0.300      2.074      0.015      2.112 
Bearing :    135.00
    422.9      8.32     57.29    1.57       56.51    24.00      0.300      2.022      0.000      4.693 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.97 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
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          :       1.730            3.054            3.566
 
At 0.2 x L = 26.60 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.003            5.293            6.156
 
At 0.3 x L = 40.23 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.859            6.794            7.879
 
At 0.4 x L = 53.87 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
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          :       4.315            7.591            8.787
 
At 0.5 x L = 67.50 ft
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
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          :       4.501            7.917            9.161
 
At 0.6 x L = 81.13 ft
Prestress      :       7.850  1.80     14.129  2.20     17.269
Self Wt.       :      -3.534  1.85     -6.538  2.40     -8.482
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          :       4.315            7.591            8.787
 
At 0.7 x L = 94.77 ft
Prestress      :       6.913  1.80     12.444  2.20     15.209
Self Wt.       :      -3.054  1.85     -5.650  2.40     -7.330
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.859            6.794            7.879
 
At 0.8 x L = 108.40 ft
Prestress      :       5.258  1.80      9.465  2.20     11.568
Self Wt.       :      -2.255  1.85     -4.172  2.40     -5.412
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       3.003            5.293            6.156
 
At 0.9 x L = 122.03 ft
Prestress      :       2.934  1.80      5.281  2.20      6.454
Self Wt.       :      -1.203  1.85     -2.226  2.40     -2.888
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          :       1.730            3.054            3.566
 

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
   851.4    49.4  8.674  257.7    8.0   6.83   8574.2  0.020T 1.00       -       -     -     -  
H/2     :   2.59
   944.5    49.5  8.808  257.5    8.1   6.93   8698.4  0.019T 1.00       -       -     -     -  
0.1L    :  12.97
  4341.9    51.0 12.586  243.3   18.0  15.33  11737.9  0.007T 1.00   9108.5  5774.7    1.29    -  
0.2L    :  26.60
  7883.0    52.9 12.586  243.8   18.4  15.62  12259.3  0.007T 1.00   9164.1  9164.1    1.34    -  
0.3L    :  40.23
 10378.7    54.9 12.586  244.2   18.7  15.90  12781.8  0.007T 1.00   9380.3  9380.3    1.36    -  
0.4L    :  53.87
 11866.8    56.9 12.586  244.7   19.0  16.17  13305.5  0.007T 1.00   9750.7  9750.7    1.36    -  
0.5L    :  67.50
 12332.9    56.9 12.586  244.7   19.0  16.17  13305.5  0.007T 1.00   9680.1  9680.1    1.37    -  
0.6L    :  81.13
 11866.7    56.9 12.586  244.7   19.0  16.17  13305.5  0.007T 1.00   9750.7  9750.7    1.36    -  
0.7L    :  94.77
 10378.9    54.9 12.586  244.2   18.7  15.90  12781.8  0.007T 1.00   9380.2  9380.2    1.36    -  
0.8L    : 108.40
  7883.2    52.9 12.586  243.8   18.4  15.62  12259.3  0.007T 1.00   9164.0  9164.0    1.34    -  
0.9L    : 122.03
  4341.9    51.0 12.586  243.3   18.0  15.33  11737.9  0.007T 1.00   9108.4  5774.8    1.29    -  
H/2     : 132.41
   944.5    49.5  8.808  257.5    8.1   6.93   8698.4  0.019T 1.00       -       -     -     -  
Transfer: 132.67
   851.4    49.4  8.674  257.7    8.0   6.83   8574.2  0.020T 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 1-29; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.108
        M   2.00 Fb     0.105
 
  2   2 E  50.00 Ft     0.424
        M  12.00 Fb     0.044
 
  3   2 E  48.00 Ft     0.724
        M  10.00 Fb    -0.003
 
  4   2 E  46.00 Ft     1.005
        M   8.00 Fb    -0.036
 
  5   2 E  44.00 Ft     1.269
        M   6.00 Fb    -0.055
 
  6   2 E  42.00 Ft     1.516
        M   4.00 Fb    -0.060
 
  7   2 E  40.00 Ft     1.745
        M   2.00 Fb    -0.052
 
  8   2 E  10.00 Ft     1.730
        M  10.00 Fb     0.150
 
  9   2 E   8.00 Ft     1.697
        M   8.00 Fb     0.365
 
 10   2 E   8.00 Ft     1.664
        M   8.00 Fb     0.581
 
 11   2 E   8.00 Ft     1.632
        M   8.00 Fb     0.797
 
 12   2 E   8.00 Ft     1.599
        M   8.00 Fb     1.012
 
 13   2 E   6.00 Ft     1.548
        M   6.00 Fb     1.242
 
 14   2 E   6.00 Ft     1.498
        M   6.00 Fb     1.471
 
 15   2 E   6.00 Ft     1.448
        M   6.00 Fb     1.700
 
 16   2 E   6.00 Ft     1.398
        M   6.00 Fb     1.930
 
 17   2 E   6.00 Ft     1.347
        M   6.00 Fb     2.159
 
 18   2 E   6.00 Ft     1.297
        M   6.00 Fb     2.389
 
 19   2 E   4.00 Ft     1.229
        M   4.00 Fb     2.632
 
 20   2 E   4.00 Ft     1.161
        M   4.00 Fb     2.875
 
 21   2 E   4.00 Ft     1.093
        M   4.00 Fb     3.119
 
 22   2 E   4.00 Ft     1.026
        M   4.00 Fb     3.362
 
 23   2 E   4.00 Ft     0.958
        M   4.00 Fb     3.605
 
 24   2 E   4.00 Ft     0.890
        M   4.00 Fb     3.849
 
 25   2 E   2.00 Ft     0.804
        M   2.00 Fb     4.106
 
 26   2 E   2.00 Ft     0.719
        M   2.00 Fb     4.363
 
 27   2 E   2.00 Ft     0.634
        M   2.00 Fb     4.620
 
 28   2 E   2.00 Ft     0.548
        M   2.00 Fb     4.877
 
 29   2 E   2.00 Ft     0.463
        M   2.00 Fb     5.134
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTD         
Precast Length, ft: 136.33            Release Length, ft: 136.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  58
No. of strands, Draped:  12           No. of strands, Straight:  46
Concrete Strength, f'ci:   8.0  ksi        f'c:   9.5 ksi  f'ct   4.0 ksi
Initial losses: 10.40 %               Final losses: 15.08 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             5.200       5.134     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.463       Trans
      Precast Top w/ reinf. (tension)      -0.679           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13305.52    12332.87     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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   1.369     Midspan    1.800   0.319     Midspan
    Pre.Top:   5.700   4.803     Midspan    4.275   3.882     Midspan
    Pre.Bot:   5.700   4.079    Transfer    4.275   4.238    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.586   0.071     Bearing
    Pre.Bot:  -0.586  -0.500     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.800   2.754     Midspan
    Pre.Bot:                                                             3.800   1.969    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  67.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       8.213  1.80     14.783  2.20     18.068
Self Wt.       :      -3.711  1.85     -6.866  2.40     -8.907
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          :       4.501            7.917            9.161
 
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

