 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE130 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 130 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) Two steel diaphragms of 0.5 kips 
                     (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 points are at 0.4*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 10 feet and 11 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6.5 ksi and 7.5 ksi, 
                     respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_1ec9.tmp\BTE130-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   4870825.50
 
SPAN DATA
---------
Precast length    , ft =    131.330
Bearing-to-bearing, ft =    130.000
Release span      , ft =    131.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      7.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5249.690        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.500 
Eci ,ksi      =   5007.550
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     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        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  130.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  130.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  130.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  130.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  130.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  130.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  130.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   45.000
   1    1        0.250   85.000
   1    2        0.500   45.000
   1    2        0.500   85.000
   1    3        0.500   45.000
   1    3        0.500   85.000
   1    4        0.500   45.000
   1    4        0.500   85.000
   1    5        0.250   45.000
   1    5        0.250   85.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  130.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  130.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1   0.045*     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              6.50 ksi 
  Elasticity          5007.5 ksi 
  Max comp              4.23 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.61 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.50 ksi    4.00 ksi 
  Elasticity 5249.69 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.38 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.52 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.50        7.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.64 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  38.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6670  92.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  92.6631 108.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.9134 119.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 119.9134 124.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 124.4134 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 124.9550 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 129.9550 130.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.2050 130.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.4550 130.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.7050 130.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.9550 131.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 131.2050 131.3300 No        
 
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 131.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.64 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  38.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6670  92.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  92.6631 108.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.9134 119.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 119.9134 124.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 124.4134 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 124.9550 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 129.9550 130.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.2050 130.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.4550 130.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.7050 130.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.9550 131.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 131.2050 131.3300 No        
 
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 131.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.64 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  38.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6670  92.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  92.6631 108.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.9134 119.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 119.9134 124.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 124.4134 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 124.9550 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 129.9550 130.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.2050 130.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.4550 130.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.7050 130.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.9550 131.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 131.2050 131.3300 No        
 
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 131.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.64 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  38.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6670  92.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  92.6631 108.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.9134 119.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 119.9134 124.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 124.4134 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 124.9550 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 129.9550 130.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.2050 130.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.4550 130.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.7050 130.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.9550 131.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 131.2050 131.3300 No        
 
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 131.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 44 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 52.53 ft from member end )
 
END PATTERN (Ycg = 13.64 in):
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in                
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 in 12 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  22.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  22.4167  38.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  38.6670  92.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  92.6631 108.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 108.9134 119.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 119.9134 124.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 124.4134 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 124.9550 129.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 129.9550 130.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.2050 130.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.4550 130.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 130.7050 130.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 130.9550 131.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 131.2050 131.3300 No        
 
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 131.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  130.00
     DC  Line       0.052      0.00       0.052  130.00
     DC  Line       0.076      0.00       0.076  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
      0.25    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.330 ft
Release length = 131.330 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.701   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.912   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.004   (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                  =        807.4 in2           1435.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           950567 in4#
Ht. of c.g.           =        28.75 in             45.61 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    817.3    852.2    852.2    852.2    852.2    852.2    852.2    852.2
  Yb      ,  in    28.56    27.93    27.92    27.83    27.71    27.58    27.46    27.46
  MI(Ixx) , in4   425066   433189   433341   435753   439497   443714   448406   448406
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1444.7   1477.6   1477.6   1477.6   1477.6   1477.6   1477.6   1477.6
  Yb      ,  in    45.40    44.68    44.67    44.62    44.56    44.49    44.42    44.42
  MI(Ixx) , in4   960157   993983   994288   998991  1005888  1013243  1021058  1021058

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.64 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.736 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.670 ft
Holddown Force        =  27.975 kips     Beam Shrtng (PL/AE)   =      0.691 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)       
---------------------------------------------------------------------------------------
      5781.374         740 4278.217     27.273 110454.234  1705.384     831.310        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     38.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6670     92.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      92.6631    108.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.9134    119.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     119.9134    124.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     124.4134    124.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     124.9550    129.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     129.9550    130.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.2050    130.4550     No
      2      US#6[M19]       60.00        0.88       3.00     130.4550    130.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.7050    130.9550     No
      2      US#6[M19]       60.00        0.88       3.00     130.9550    131.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     131.2050    131.3300     No
 
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 131.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 24.57 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.966 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.95 ksi    0.00 ksi
    due to Composite Loads                                 -2.49 ksi    0.00 ksi
    due to Live Loads                                      -6.72 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.45 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.88 ksi  ( 8.61 %)             9.69 ksi ( 4.94 %)
Total Prestress Losses                                    26.56 ksi (13.55 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.5 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    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    24.3    30.8   119.6   218.1   288.4   330.6   344.7
DC(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.0   151.8   589.7  1075.5  1422.6  1630.8  1700.2
Haunch (Max)V      52.3    50.4    49.9    42.3    31.7    21.1    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   238.3   301.4  1166.3  2112.5  2769.2  3161.0  3273.6
            V     131.1   127.8   126.9   113.4    95.4    77.3    52.0    34.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.1   127.8   126.9   113.5    96.8    80.9    65.9    51.6
            M      -0.0   235.1   297.0  1127.2  1973.6  2495.9  2720.3  2673.2
Total     : M+      0.0   577.0   729.8  2831.4  5150.3  6788.4  7768.6  8076.8
            V     278.8   270.2   267.8   232.8   185.0   137.1    81.8    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   278.8   270.2   267.8   232.9   186.4   140.7    95.6    51.6
            M      -0.0   573.8   725.5  2792.4  5011.3  6515.0  7327.9  7476.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     330.6   288.4   218.1   119.6    30.8    24.3     0.0
DC(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1630.8  1422.6  1075.5   589.7   151.8   120.0     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    49.9    50.4    52.3
Diaphragm : M      11.3     9.7     6.4     3.1     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   3161.0  2769.2  2112.5  1166.3   301.4   238.3     0.0
            V      52.0    77.3    95.4   113.4   126.9   127.8   131.1
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    65.9    80.9    96.8   113.5   126.9   127.8   131.1
            M    2720.3  2495.9  1973.6  1127.2   297.0   235.1    -0.0
Total     : M+   7768.6  6788.4  5150.3  2831.4   729.8   577.0     0.0
            V      81.8   137.1   185.0   232.8   267.8   270.2   278.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.6   140.7   186.4   232.9   267.8   270.2   278.8
            M    7327.9  6515.0  5011.3  2792.4   725.5   573.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.7             54.7
Deck+Haunch            52.3             52.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           10.6             10.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    24.3    30.8   119.6   218.1   288.4   330.6   344.7
DC(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.0   151.8   589.7  1075.5  1422.6  1630.8  1700.2
Haunch (Max)V      52.3    50.4    49.9    42.3    31.7    21.1    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   190.6   241.1   933.0  1690.0  2215.4  2528.8  2618.9
            V     104.9   102.2   101.5    90.7    76.3    61.8    41.6    27.2
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   104.9   102.2   101.5    90.8    77.4    64.7    52.7    41.3
            M      -0.0   188.1   237.6   901.8  1578.9  1996.7  2176.3  2138.6
Total     : M+      0.0   529.3   669.6  2598.1  4727.8  6234.5  7136.4  7422.1
            V     252.5   244.6   242.5   210.2   165.9   121.7    71.4    27.2
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   252.5   244.6   242.5   210.2   167.1   124.6    82.5    41.3
            M      -0.0   526.8   666.1  2566.9  4616.6  6015.8  6783.8  6941.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     330.6   288.4   218.1   119.6    30.8    24.3     0.0
DC(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1630.8  1422.6  1075.5   589.7   151.8   120.0     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    49.9    50.4    52.3
Diaphragm : M      11.3     9.7     6.4     3.1     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   2528.8  2215.4  1690.0   933.0   241.1   190.6     0.0
            V      41.6    61.8    76.3    90.7   101.5   102.2   104.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.7    64.7    77.4    90.8   101.5   102.2   104.9
            M    2176.3  1996.7  1578.9   901.8   237.6   188.1    -0.0
Total     : M+   7136.4  6234.5  4727.8  2598.1   669.6   529.3     0.0
            V      71.4   121.7   165.9   210.2   242.5   244.6   252.5
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    82.5   124.6   167.1   210.2   242.5   244.6   252.5
            M    6783.8  6015.8  4616.6  2566.9   666.1   526.8    -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    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   156.7   198.2   770.3  1404.9  1858.2  2130.2  2220.9
(Max)       V      68.3    65.9    65.2    55.2    41.4    27.6    13.8     0.0
Self wt.  : M       0.0   112.8   142.7   554.6  1011.5  1337.9  1533.8  1599.0
(Min)       V      49.2    47.4    47.0    39.8    29.8    19.9     9.9     0.0
DL-Prec.  : M       0.0    30.4    38.5   149.4   272.6   360.5   413.3   430.9
DC(Max)     V      13.3    12.8    12.7    10.7     8.0     5.4     2.7     0.0
DL-Prec.  : M       0.0    21.9    27.7   107.6   196.3   259.6   297.6   310.2
DC(Min)     V       9.5     9.2     9.1     7.7     5.8     3.9     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   149.9   189.7   737.1  1344.4  1778.2  2038.5  2125.2
Haunch (Max)V      65.4    63.0    62.4    52.8    39.6    26.4    13.2     0.0
Deck +    : M       0.0   108.0   136.6   530.7   968.0  1280.3  1467.7  1530.2
Haunch (Min)V      47.1    45.4    44.9    38.1    28.5    19.0     9.5     0.0
Diaphragm : M       0.0     0.7     0.9     3.9     8.0    12.1    14.1    14.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.7     2.8     5.8     8.7    10.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    55.1    69.8   271.1   494.5   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.0    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    50.2   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.5    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    46.2   179.5   327.4   433.1   496.4   517.6
DW(Max)     V      15.9    15.4    15.2    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    20.0    77.8   141.9   187.7   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   417.0   527.4  2041.0  3696.9  4846.2  5531.8  5728.8
            V     229.4   223.6   222.0   198.5   166.9   135.3    91.0    59.4
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   229.4   223.6   222.1   198.6   169.4   141.6   115.2    90.4
            M      -0.0   411.4   519.8  1972.6  3453.8  4367.8  4760.6  4678.1
Total     : M+      0.0   846.4  1070.7  4152.3  7548.7  9942.2 11373.9 11819.1
            V     416.6   404.1   400.8   349.9   280.5   211.2   128.8    59.4
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   416.6   404.2   400.8   350.1   283.0   217.4   153.0    90.4
            M      -0.0   840.9  1063.0  4084.0  7305.5  9463.9 10602.8 10768.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    2130.2  1858.2  1404.9   770.3   198.2   156.7     0.0
(Max)       V      13.8    27.6    41.4    55.2    65.2    65.9    68.3
Self wt.  : M    1533.8  1337.9  1011.5   554.6   142.7   112.8     0.0
(Min)       V       9.9    19.9    29.8    39.8    47.0    47.4    49.2
DL-Prec.  : M     413.3   360.5   272.6   149.4    38.5    30.4     0.0
DC(Max)     V       2.7     5.4     8.0    10.7    12.7    12.8    13.3
DL-Prec.  : M     297.6   259.6   196.3   107.6    27.7    21.9     0.0
DC(Min)     V       1.9     3.9     5.8     7.7     9.1     9.2     9.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2038.5  1778.2  1344.4   737.1   189.7   149.9     0.0
Haunch (Max)V      13.2    26.4    39.6    52.8    62.4    63.0    65.4
Deck +    : M    1467.7  1280.3   968.0   530.7   136.6   108.0     0.0
Haunch (Min)V       9.5    19.0    28.5    38.1    44.9    45.4    47.1
Diaphragm : M      14.1    12.1     8.0     3.9     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.1     8.7     5.8     2.8     0.7     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     749.7   654.0   494.5   271.1    69.8    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.0    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    50.2    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.5    16.7    17.3
DL-Comp   : M     496.4   433.1   327.4   179.5    46.2    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.2    15.4    15.9
DL-Comp   : M     215.1   187.7   141.9    77.8    20.0    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   5531.8  4846.1  3696.9  2041.0   527.4   417.0     0.0
            V      91.0   135.3   166.9   198.5   222.0   223.6   229.4
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   115.2   141.6   169.4   198.6   222.1   223.6   229.4
            M    4760.6  4367.8  3453.8  1972.6   519.8   411.4    -0.0
Total     : M+  11373.9  9942.2  7548.7  4152.3  1070.7   846.4     0.0
            V     128.8   211.2   280.5   349.9   400.8   404.1   416.6
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   153.0   217.4   283.0   350.1   400.8   404.2   416.6
            M   10602.8  9463.9  7305.5  4084.0  1063.0   840.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               68.3             68.3
Deck+Haunch            65.4             65.4
Diaphragm               0.3              0.3
DL-Prec.(DC)           13.3             13.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    24.3    30.8   119.6   218.1   288.4   330.6   344.7
DC(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   120.0   151.8   589.7  1075.5  1422.6  1630.8  1700.2
Haunch (Max)V      52.3    50.4    49.9    42.3    31.7    21.1    10.6     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     0.7     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     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    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   226.6   286.4  1098.2  1958.3  2559.5  2884.3  2904.6
            V     125.1   122.4   121.7   110.6    96.0    72.5    58.0    43.4
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   125.1   122.4   121.7   110.6    96.0    81.5    66.9    52.4
            M       0.0   226.6   286.4  1098.2  1958.3  2513.8  2764.8  2711.4
Total     : M+      0.0   565.2   714.9  2763.4  4996.0  6578.6  7491.8  7707.8
            V     272.8   264.8   262.6   230.0   185.7   132.4    87.8    43.4
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   272.8   264.8   262.6   230.0   185.7   141.3    96.7    52.4
            M       0.0   565.2   714.9  2763.4  4996.0  6532.9  7372.4  7514.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
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     330.6   288.4   218.1   119.6    30.8    24.3     0.0
DC(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1630.8  1422.6  1075.5   589.7   151.8   120.0     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    49.9    50.4    52.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.3     9.7     6.4     3.1     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
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     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
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+   2884.3  2559.5  1958.3  1098.2   286.4   226.6     0.0
            V      58.0    72.5    96.0   110.6   121.7   122.4   125.1
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    66.9    81.5    96.0   110.6   121.7   122.4   125.1
            M    2764.8  2513.8  1958.3  1098.2   286.4   226.6     0.0
Total     : M+   7491.8  6578.6  4996.0  2763.4   714.9   565.2     0.0
            V      87.8   132.4   185.7   230.0   262.6   264.8   272.8
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    96.7   141.3   185.7   230.0   262.6   264.8   272.8
            M    7372.4  6532.9  4996.0  2763.4   714.9   565.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.030   0.116   0.210   0.276   0.314   0.328
Bottom        -0.000  -0.019  -0.024  -0.092  -0.165  -0.215  -0.243  -0.253
 
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   0.003   0.006   0.009   0.011   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.008  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.571   1.036   1.363   1.551   1.617
Bottom        -0.000  -0.093  -0.117  -0.452  -0.814  -1.061  -1.198  -1.249
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.056   0.102   0.135   0.154   0.160
Precast-top   -0.000   0.010   0.012   0.048   0.087   0.115   0.131   0.137
Bottom        -0.000  -0.024  -0.030  -0.116  -0.210  -0.276  -0.313  -0.326
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.031   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.005   0.007   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.013  -0.017  -0.064  -0.116  -0.152  -0.173  -0.180
 
LL+I(+)
Topping-top   -0.000   0.062   0.079   0.303   0.547   0.713   0.810   0.839
Precast-top   -0.000   0.053   0.067   0.257   0.465   0.607   0.690   0.715
Bottom        -0.000  -0.129  -0.162  -0.625  -1.123  -1.459  -1.650  -1.709
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.101   0.391   0.706   0.922   1.048   1.087 
Precast-top    0.002   0.286   0.360   1.354   2.390   3.035   3.300   3.481 
Bottom         0.805   3.086   2.997   1.801   0.549  -0.248  -0.616  -0.810 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.023   0.087   0.159   0.209   0.238   0.249 
Precast-top    0.002   0.233   0.293   1.096   1.925   2.428   2.609   2.766 
Bottom         0.805   3.214   3.159   2.426   1.672   1.211   1.035   0.899 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 
 
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 = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.030   0.116   0.210   0.276   0.314   0.328
Bottom        -0.000  -0.019  -0.024  -0.092  -0.165  -0.215  -0.243  -0.253
 
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   0.003   0.006   0.009   0.011   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.008  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.571   1.036   1.363   1.551   1.617
Bottom        -0.000  -0.093  -0.117  -0.452  -0.814  -1.061  -1.198  -1.249
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.056   0.102   0.135   0.154   0.160
Precast-top   -0.000   0.010   0.012   0.048   0.087   0.115   0.131   0.137
Bottom        -0.000  -0.024  -0.030  -0.116  -0.210  -0.276  -0.313  -0.326
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.031   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.005   0.007   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.013  -0.017  -0.064  -0.116  -0.152  -0.173  -0.180
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.242   0.437   0.571   0.648   0.671
Precast-top   -0.000   0.042   0.053   0.206   0.372   0.486   0.552   0.572
Bottom        -0.000  -0.103  -0.130  -0.500  -0.898  -1.167  -1.320  -1.367
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.085   0.330   0.596   0.780   0.886   0.920 
Precast-top    0.002   0.275   0.346   1.302   2.297   2.914   3.161   3.338 
Bottom         0.805   3.111   3.029   1.926   0.774   0.044  -0.286  -0.468 
 

 
 
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    2.97   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000   0.059   0.075   0.285   0.507   0.659   0.739   0.744
Precast-top   -0.000   0.050   0.063   0.242   0.431   0.561   0.630   0.634
Bottom        -0.000  -0.122  -0.154  -0.589  -1.041  -1.349  -1.506  -1.516
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.068   0.086   0.329   0.586   0.764   0.858   0.869 
Precast-top    0.001   0.167   0.210   0.791   1.393   1.775   1.934   2.017 
Bottom         0.402   1.485   1.425   0.624  -0.205  -0.743  -0.988  -1.067 
 

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
    416.6    6.5   67.2    1.133   5.4   6.00e-3 50.0    424.8     1.518    3.520      0.00
      0.0    1.1   66.7     41.9 0.141      32.7 0.87    12.00     0.113    1.767 
Transfer:   3.00
    404.2    6.5   67.2    5.112  24.3  -0.05e-3 28.8    242.6     0.412    1.760      0.00
    840.9    4.9   64.8    189.0 0.135     182.2 5.00    12.00     0.113    1.812 
Critical:   6.03
    387.9    6.5   67.2    6.056  24.3  -0.11e-3 28.6    217.7     0.369    1.760      0.00
   1833.2    5.7   64.4    189.0 0.130     188.9 5.21    12.00     0.113    1.877 
0.1L    :  13.13
    350.1    6.5   67.2    7.812  24.3  -0.10e-3 28.7    179.9     0.310    0.620      0.00
   4084.0    7.5   63.5    189.0 0.118     184.7 5.17    24.00     0.113    1.463 
0.2L    :  26.27
    283.0    6.5   62.3    9.548  24.3  -0.01e-3 29.0    130.4     0.246    0.496      0.00
   7305.5    7.5   58.6    189.0 0.102     159.8 4.84    24.00     0.113    1.421 
0.3L    :  39.40
    217.4    6.5   64.7    9.548  24.3   0.92e-3 32.2    120.1     0.248    0.413      0.00
   9463.9    7.5   61.0    189.0 0.073      97.3 2.84    24.00     0.113    1.330 
0.4L    :  52.53
    153.0    6.5   67.1    9.548   0.0   1.31e-3 33.6     83.9     0.176    0.413      0.00
  10602.8    7.5   63.3    189.0 0.055      86.1 2.42    24.00     0.113    1.665 
0.5L    :  65.67
     90.4    6.5   67.1    9.548   0.0   1.20e-3 33.2     10.4     0.113    0.413      0.00
  10768.3    7.5   63.3    189.0 0.033      90.0 2.53    24.00     0.113    2.889 
0.6L    :  78.80
    153.0    6.5   67.1    9.548   0.0   1.31e-3 33.6     83.9     0.176    0.413      0.00
  10602.8    7.5   63.3    189.0 0.055      86.1 2.42    24.00     0.113    1.665 
0.7L    :  91.93
    217.4    6.5   64.7    9.548  24.3   0.92e-3 32.2    120.1     0.248    0.413      0.00
   9463.9    7.5   61.0    189.0 0.073      97.3 2.84    24.00     0.113    1.330 
0.8L    : 105.06
    283.0    6.5   62.3    9.548  24.3  -0.01e-3 29.0    130.4     0.246    0.496      0.00
   7305.5    7.5   58.6    189.0 0.102     159.8 4.84    24.00     0.113    1.421 
0.9L    : 118.20
    350.1    6.5   67.2    7.812  24.3  -0.10e-3 28.7    179.9     0.310    0.620      0.00
   4084.0    7.5   63.5    189.0 0.118     184.7 5.17    24.00     0.113    1.463 
Critical: 125.30
    387.9    6.5   67.2    6.056  24.3  -0.11e-3 28.6    217.7     0.369    1.760      0.00
   1833.2    5.7   64.4    189.0 0.130     188.9 5.21    12.00     0.113    1.877 
Transfer: 128.33
    404.2    6.5   67.2    5.112  24.3  -0.05e-3 28.8    242.6     0.412    1.760      0.00
    840.9    4.9   64.8    189.0 0.135     182.2 5.00    12.00     0.113    1.812 
Bearing : 130.67
    416.6    6.5   67.2    1.133   5.4   6.00e-3 50.0    424.8     1.518    3.520      0.00
      0.0    1.1   66.7     41.9 0.141      32.7 0.87    12.00     0.113    1.767 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.74
 
 
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
    416.6      6.94     67.25    1.12       66.69    24.00      0.300      1.564      0.000      3.520 
Transfer:      2.33
    404.2      6.93     67.25    4.95       64.78    24.00      0.300      1.561      0.000      1.760 
Critical:      5.37
    388.0      6.70     67.25    5.72       64.39    24.00      0.300      1.482      0.000      1.760 
0.1L    :     12.47
    350.1      6.12     67.25    7.46       63.52    24.00      0.300      1.291      0.000      0.620 
0.2L    :     25.60
    283.0      5.37     62.34    7.47       58.61    24.00      0.300      1.039      0.000      0.496 
0.3L    :     38.73
    217.4      3.96     64.70    7.48       60.96    24.00      0.300      0.571      0.000      0.413 
0.4L    :     51.87
    153.0      2.68     67.07    7.49       63.32    24.00      0.300      0.145      0.000      0.413 
0.5L    :     65.00
     90.4      1.59     67.07    7.49       63.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    153.0      2.68     67.07    7.49       63.32    24.00      0.300      0.145      0.000      0.413 
0.7L    :     91.27
    217.4      3.96     64.70    7.48       60.96    24.00      0.300      0.571      0.000      0.413 
0.8L    :    104.40
    283.0      5.37     62.34    7.47       58.61    24.00      0.300      1.039      0.000      0.496 
0.9L    :    117.53
    350.1      6.12     67.25    7.46       63.52    24.00      0.300      1.291      0.000      0.620 
Critical:    124.63
    388.0      6.70     67.25    5.72       64.39    24.00      0.300      1.482      0.000      1.760 
Transfer:    127.67
    404.2      6.93     67.25    4.95       64.78    24.00      0.300      1.561      0.000      1.760 
Bearing :    130.00
    416.6      6.94     67.25    1.12       66.69    24.00      0.300      1.564      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
Deck + Haunch  :                       -0.682  2.30     -1.568
DL-Prec. (DC)  :                       -0.138  3.00     -0.415
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.109  3.00     -0.328
DL-Comp. (DW)  :                       -0.060  3.00     -0.181
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 25.60 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
Deck + Haunch  :                       -1.314  2.30     -3.022
DL-Prec. (DC)  :                       -0.266  3.00     -0.799
Diaphragm      :                       -0.009  3.00     -0.026
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.211  3.00     -0.633
DL-Comp. (DW)  :                       -0.117  3.00     -0.350
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 38.73 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                       -1.797  2.30     -4.133
DL-Prec. (DC)  :                       -0.364  3.00     -1.093
Diaphragm      :                       -0.012  3.00     -0.036
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.289  3.00     -0.868
DL-Comp. (DW)  :                       -0.160  3.00     -0.479
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 51.87 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                       -2.090  2.30     -4.807
DL-Prec. (DC)  :                       -0.424  3.00     -1.271
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.338  3.00     -1.013
DL-Comp. (DW)  :                       -0.186  3.00     -0.559
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 65.00 ft
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                       -2.197  2.30     -5.053
DL-Prec. (DC)  :                       -0.445  3.00     -1.336
Diaphragm      :                       -0.015  3.00     -0.044
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.355  3.00     -1.065
DL-Comp. (DW)  :                       -0.196  3.00     -0.587
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 78.13 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                       -2.090  2.30     -4.807
DL-Prec. (DC)  :                       -0.424  3.00     -1.271
Diaphragm      :                       -0.014  3.00     -0.042
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.338  3.00     -1.013
DL-Comp. (DW)  :                       -0.186  3.00     -0.559
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 91.27 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                       -1.797  2.30     -4.133
DL-Prec. (DC)  :                       -0.364  3.00     -1.093
Diaphragm      :                       -0.012  3.00     -0.036
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.289  3.00     -0.868
DL-Comp. (DW)  :                       -0.160  3.00     -0.479
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 104.40 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
Deck + Haunch  :                       -1.314  2.30     -3.022
DL-Prec. (DC)  :                       -0.266  3.00     -0.799
Diaphragm      :                       -0.009  3.00     -0.026
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.211  3.00     -0.633
DL-Comp. (DW)  :                       -0.117  3.00     -0.350
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 117.53 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
Deck + Haunch  :                       -0.682  2.30     -1.568
DL-Prec. (DC)  :                       -0.138  3.00     -0.415
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.109  3.00     -0.328
DL-Comp. (DW)  :                       -0.060  3.00     -0.181
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
   846.4    58.2  6.247  262.4    5.8   4.95   7607.6  0.033T 1.00       -       -     -     -  
H/2     :   2.97
  1070.7    58.3  6.487  262.2    6.0   5.13   7894.2  0.031T 1.00       -       -     -     -  
0.1L    :  12.47
  4152.3    60.0  9.548  258.9    8.8   7.46  11588.8  0.021T 1.00   8829.4  5522.6    1.31    -  
0.2L    :  25.60
  7548.7    62.3  9.548  259.3    8.8   7.47  12093.4  0.021T 1.00   8882.6  8882.6    1.36    -  
0.3L    :  38.73
  9942.2    64.7  9.548  259.7    8.8   7.48  12598.2  0.021T 1.00   9078.7  9078.7    1.39    -  
0.4L    :  51.87
 11373.9    67.1  9.548  260.1    8.8   7.49  13103.2  0.021T 1.00   9412.6  9412.6    1.39    -  
0.5L    :  65.00
 11819.1    67.1  9.548  260.1    8.8   7.49  13103.2  0.021T 1.00   9349.0  9349.0    1.40    -  
0.6L    :  78.13
 11373.9    67.1  9.548  260.1    8.8   7.49  13103.2  0.021T 1.00   9412.6  9412.6    1.39    -  
0.7L    :  91.27
  9942.2    64.7  9.548  259.7    8.8   7.48  12598.2  0.021T 1.00   9078.7  9078.7    1.39    -  
0.8L    : 104.40
  7548.7    62.3  9.548  259.3    8.8   7.47  12093.4  0.021T 1.00   8882.6  8882.6    1.36    -  
0.9L    : 117.53
  4152.3    60.0  9.548  258.9    8.8   7.46  11588.8  0.021T 1.00   8829.4  5522.6    1.31    -  
H/2     : 127.03
  1070.7    58.3  6.487  262.2    6.0   5.13   7894.2  0.031T 1.00       -       -     -     -  
Transfer: 127.67
   846.4    58.2  6.247  262.4    5.8   4.95   7607.6  0.033T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.079
        M   2.00 Fb     0.117
 
  2   2 E  60.00 Ft     0.379
        M   8.00 Fb     0.057
 
  3   2 E  58.00 Ft     0.666
        M   6.00 Fb     0.008
 
  4   2 E  56.00 Ft     0.938
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.197
        M   2.00 Fb    -0.057
 
  6   2 E   6.00 Ft     1.146
        M   6.00 Fb     0.163
 
  7   2 E   6.00 Ft     1.095
        M   6.00 Fb     0.383
 
  8   2 E   6.00 Ft     1.044
        M   6.00 Fb     0.604
 
  9   2 E   6.00 Ft     0.992
        M   6.00 Fb     0.824
 
 10   2 E   6.00 Ft     0.941
        M   6.00 Fb     1.044
 
 11   2 E   6.00 Ft     0.890
        M   6.00 Fb     1.264
 
 12   2 E   4.00 Ft     0.825
        M   4.00 Fb     1.495
 
 13   2 E   4.00 Ft     0.760
        M   4.00 Fb     1.726
 
 14   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.957
 
 15   2 E   4.00 Ft     0.630
        M   4.00 Fb     2.188
 
 16   2 E   4.00 Ft     0.565
        M   4.00 Fb     2.419
 
 17   2 E   4.00 Ft     0.500
        M   4.00 Fb     2.650
 
 18   2 E   2.00 Ft     0.421
        M   2.00 Fb     2.892
 
 19   2 E   2.00 Ft     0.343
        M   2.00 Fb     3.134
 
 20   2 E   2.00 Ft     0.264
        M   2.00 Fb     3.376
 
 21   2 E   2.00 Ft     0.185
        M   2.00 Fb     3.618
 
 22   2 E   2.00 Ft     0.106
        M   2.00 Fb     3.860
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.61 %               Final losses: 13.55 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.860     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.106       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13103.18    11819.06     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.087     Midspan    1.800   0.249     Midspan
    Pre.Top:   4.500   3.481     Midspan    3.375   2.766     Midspan
    Pre.Bot:   4.500   3.086    Transfer    3.375   3.214    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.002     Bearing
    Pre.Bot:  -0.520  -0.468     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   2.017     Midspan
    Pre.Bot:                                                             3.000   1.485    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                       -2.197  2.30     -5.053
DL-Prec. (DC)  :                       -0.445  3.00     -1.336
Diaphragm      :                       -0.015  3.00     -0.044
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.355  3.00     -1.065
DL-Comp. (DW)  :                       -0.196  3.00     -0.587
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-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  130.00
     DC  Line       0.087      0.00       0.087  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
      0.50    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.330 ft
Release length = 131.330 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.716   (Calculated)    
Live Moment (1  lane  loaded)  : 0.483   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.147   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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                  =        807.4 in2           1520.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           989027 in4#
Ht. of c.g.           =        28.75 in             46.82 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    817.3    852.2    852.2    852.2    852.2    852.2    852.2    852.2
  Yb      ,  in    28.56    27.93    27.92    27.83    27.71    27.58    27.46    27.46
  MI(Ixx) , in4   425066   433189   433341   435753   439497   443714   448406   448406
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1529.7   1562.6   1562.6   1562.6   1562.6   1562.6   1562.6   1562.6
  Yb      ,  in    46.62    45.91    45.91    45.86    45.80    45.73    45.67    45.67
  MI(Ixx) , in4   999363  1035831  1036148  1041029  1048173  1055778  1063841  1063841

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.64 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.829 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.786 ft
Holddown Force        =  27.975 kips     Beam Shrtng (PL/AE)   =      0.691 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)       
---------------------------------------------------------------------------------------
      5781.374         740 4278.217     27.273 110454.234  1705.384     831.310        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     38.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6670     92.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      92.6631    108.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.9134    119.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     119.9134    124.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     124.4134    124.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     124.9550    129.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     129.9550    130.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.2050    130.4550     No
      2      US#6[M19]       60.00        0.88       3.00     130.4550    130.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.7050    130.9550     No
      2      US#6[M19]       60.00        0.88       3.00     130.9550    131.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     131.2050    131.3300     No
 
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 131.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 24.57 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.966 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.47 ksi    0.00 ksi
    due to Composite Loads                                 -2.47 ksi    0.00 ksi
    due to Live Loads                                      -5.96 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.45 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.88 ksi  ( 8.61 %)             9.96 ksi ( 5.08 %)
Total Prestress Losses                                    26.84 ksi (13.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   213.4   269.9  1044.4  1891.7  2479.8  2830.6  2931.5
            V     149.7   145.9   144.9   129.6   108.9    88.3    59.4    38.8
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   149.7   145.9   144.9   129.6   110.5    92.4    75.2    59.0
            M      -0.0   210.5   266.0  1009.4  1767.3  2235.0  2436.0  2393.8
Total     : M+      0.0   562.7   711.8  2762.1  5026.1  6628.0  7586.3  7888.6
            V     302.0   292.8   290.3   252.8   201.5   150.2    90.1    38.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   302.0   292.8   290.3   252.9   203.1   154.3   105.9    59.0
            M      -0.0   559.9   707.9  2727.1  4901.7  6383.2  7191.7  7350.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   2830.6  2479.8  1891.7  1044.4   269.9   213.4     0.0
            V      59.4    88.3   108.9   129.6   144.9   145.9   149.7
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    75.2    92.4   110.5   129.6   144.9   145.9   149.7
            M    2436.0  2235.0  1767.3  1009.4   266.0   210.5    -0.0
Total     : M+   7586.3  6628.0  5026.1  2762.1   711.8   562.7     0.0
            V      90.1   150.2   201.5   252.8   290.3   292.8   302.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   105.9   154.3   203.1   252.9   290.3   292.8   302.0
            M    7191.7  6383.2  4901.7  2727.1   707.9   559.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.7             54.7
Deck+Haunch            59.4             59.4
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.9              7.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   170.7   215.9   835.5  1513.4  1983.9  2264.5  2345.2
            V     119.8   116.7   115.9   103.6    87.1    70.6    47.5    31.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.8   116.8   115.9   103.7    88.4    73.9    60.2    47.2
            M      -0.0   168.4   212.8   807.5  1413.8  1788.0  1948.8  1915.1
Total     : M+      0.0   520.0   657.8  2553.2  4647.8  6132.0  7020.2  7302.3
            V     272.1   263.6   261.3   226.9   179.7   132.5    78.2    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   272.1   263.6   261.3   226.9   181.0   135.8    90.8    47.2
            M      -0.0   517.8   654.7  2525.3  4548.3  5936.2  6704.5  6872.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   2264.5  1983.8  1513.4   835.5   215.9   170.7     0.0
            V      47.5    70.6    87.1   103.6   115.9   116.7   119.8
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    60.2    73.9    88.4   103.7   115.9   116.8   119.8
            M    1948.8  1788.0  1413.8   807.5   212.8   168.4    -0.0
Total     : M+   7020.2  6132.0  4647.8  2553.2   657.8   520.0     0.0
            V      78.2   132.5   179.7   226.9   261.3   263.6   272.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.8   135.8   181.0   226.9   261.3   263.6   272.1
            M    6704.5  5936.2  4548.3  2525.3   654.7   517.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   156.7   198.2   770.3  1404.9  1858.2  2130.2  2220.9
(Max)       V      68.3    65.9    65.2    55.2    41.4    27.6    13.8     0.0
Self wt.  : M       0.0   112.8   142.7   554.6  1011.5  1337.9  1533.8  1599.0
(Min)       V      49.2    47.4    47.0    39.8    29.8    19.9     9.9     0.0
DL-Prec.  : M       0.0    22.7    28.7   111.5   203.3   268.9   308.3   321.4
DC(Max)     V       9.9     9.5     9.4     8.0     6.0     4.0     2.0     0.0
DL-Prec.  : M       0.0    16.3    20.7    80.3   146.4   193.6   222.0   231.4
DC(Min)     V       7.1     6.9     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   170.3   215.4   836.9  1526.5  2019.0  2314.5  2413.0
Haunch (Max)V      74.2    71.6    70.9    60.0    45.0    30.0    15.0     0.0
Deck +    : M       0.0   122.6   155.1   602.6  1099.1  1453.7  1666.4  1737.4
Haunch (Min)V      53.5    51.5    51.0    43.2    32.4    21.6    10.8     0.0
Diaphragm : M       0.0     1.5     1.9     7.8    16.0    24.2    28.1    28.1
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.6    11.5    17.4    20.3    20.3
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    55.1    69.8   271.1   494.5   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.0    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    50.2   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.5    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    46.2   179.5   327.4   433.1   496.4   517.6
DW(Max)     V      15.9    15.4    15.2    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    20.0    77.8   141.9   187.7   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   373.4   472.3  1827.7  3310.5  4339.7  4953.6  5130.1
            V     262.0   255.4   253.6   226.7   190.6   154.5   104.0    67.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   262.0   255.4   253.6   226.9   193.4   161.7   131.6   103.2
            M      -0.0   368.4   465.4  1766.5  3092.8  3911.3  4263.1  4189.2
Total     : M+      0.0   816.2  1032.4  4004.7  7283.1  9597.1 10980.9 11412.7
            V     455.0   441.5   437.9   382.9   307.9   232.9   142.8    67.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   455.0   441.6   437.9   383.0   310.7   240.1   170.5   103.2
            M      -0.0   811.2  1025.6  3943.6  7065.4  9168.7 10290.4 10471.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    2130.2  1858.2  1404.9   770.3   198.2   156.7     0.0
(Max)       V      13.8    27.6    41.4    55.2    65.2    65.9    68.3
Self wt.  : M    1533.8  1337.9  1011.5   554.6   142.7   112.8     0.0
(Min)       V       9.9    19.9    29.8    39.8    47.0    47.4    49.2
DL-Prec.  : M     308.3   268.9   203.3   111.5    28.7    22.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.4     9.5     9.9
DL-Prec.  : M     222.0   193.6   146.4    80.3    20.7    16.3     0.0
DC(Min)     V       1.4     2.9     4.3     5.8     6.8     6.9     7.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2314.5  2019.0  1526.5   836.9   215.4   170.3     0.0
Haunch (Max)V      15.0    30.0    45.0    60.0    70.9    71.6    74.2
Deck +    : M    1666.4  1453.7  1099.1   602.6   155.1   122.6     0.0
Haunch (Min)V      10.8    21.6    32.4    43.2    51.0    51.5    53.5
Diaphragm : M      28.1    24.2    16.0     7.8     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      20.3    17.4    11.5     5.6     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     749.7   654.0   494.5   271.1    69.8    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.0    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    50.2    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.5    16.7    17.3
DL-Comp   : M     496.4   433.1   327.4   179.5    46.2    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.2    15.4    15.9
DL-Comp   : M     215.1   187.7   141.9    77.8    20.0    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   4953.6  4339.7  3310.5  1827.7   472.3   373.4     0.0
            V     104.0   154.5   190.6   226.7   253.6   255.4   262.0
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   131.6   161.7   193.4   226.9   253.6   255.4   262.0
            M    4263.1  3911.3  3092.8  1766.5   465.4   368.4    -0.0
Total     : M+  10980.9  9597.1  7283.1  4004.7  1032.4   816.2     0.0
            V     142.8   232.9   307.9   382.9   437.9   441.5   455.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   170.5   240.1   310.7   383.0   437.9   441.6   455.0
            M   10290.4  9168.7  7065.4  3943.6  1025.6   811.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               68.3             68.3
Deck+Haunch            74.2             74.2
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.9              9.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(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    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     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    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   136.8   172.9   663.1  1182.4  1545.4  1741.5  1753.7
            V     114.3   111.9   111.2   101.0    87.7    66.3    53.0    39.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.3   111.9   111.2   101.0    87.7    74.4    61.1    47.9
            M       0.0   136.8   172.9   663.1  1182.4  1517.8  1669.3  1637.1
Total     : M+      0.0   486.1   614.9  2380.8  4316.8  5693.5  6497.1  6710.8
            V     266.7   258.7   256.6   224.3   180.3   128.1    83.6    39.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   266.7   258.7   256.6   224.3   180.3   136.3    91.8    47.9
            M       0.0   486.1   614.9  2380.8  4316.8  5666.0  6425.0  6594.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
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     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
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      22.5    19.4    12.8     6.2     1.5     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
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     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
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+   1741.5  1545.4  1182.4   663.1   172.9   136.8     0.0
            V      53.0    66.3    87.7   101.0   111.2   111.9   114.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.1    74.4    87.7   101.0   111.2   111.9   114.3
            M    1669.3  1517.8  1182.4   663.1   172.9   136.8     0.0
Total     : M+   6497.1  5693.5  4316.8  2380.8   614.9   486.1     0.0
            V      83.6   128.1   180.3   224.3   256.6   258.7   266.7
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    91.8   136.3   180.3   224.3   256.6   258.7   266.7
            M    6425.0  5666.0  4316.8  2380.8   614.9   486.1     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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.022   0.086   0.157   0.206   0.235   0.245
Bottom        -0.000  -0.014  -0.018  -0.068  -0.123  -0.160  -0.181  -0.189
 
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   0.006   0.012   0.019   0.021   0.021
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.014  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.132   0.167   0.648   1.177   1.547   1.761   1.836
Bottom        -0.000  -0.105  -0.133  -0.513  -0.924  -1.205  -1.361  -1.419
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.013   0.052   0.094   0.123   0.141   0.147
Precast-top   -0.000   0.009   0.011   0.043   0.078   0.103   0.117   0.122
Bottom        -0.000  -0.023  -0.030  -0.115  -0.207  -0.272  -0.309  -0.322
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.028   0.052   0.068   0.078   0.081
Precast-top   -0.000   0.005   0.006   0.024   0.043   0.057   0.065   0.067
Bottom        -0.000  -0.013  -0.016  -0.063  -0.114  -0.150  -0.170  -0.178
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.248   0.448   0.584   0.664   0.687
Precast-top   -0.000   0.042   0.053   0.206   0.373   0.487   0.553   0.573
Bottom        -0.000  -0.113  -0.143  -0.552  -0.992  -1.289  -1.458  -1.510
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.067   0.085   0.328   0.593   0.776   0.882   0.915 
Precast-top    0.002   0.284   0.357   1.346   2.376   3.020   3.282   3.464 
Bottom         0.805   3.093   3.006   1.836   0.611  -0.169  -0.526  -0.717 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.021   0.080   0.145   0.191   0.218   0.228 
Precast-top    0.002   0.242   0.304   1.139   2.004   2.533   2.729   2.891 
Bottom         0.805   3.206   3.150   2.388   1.603   1.121   0.932   0.793 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 
 
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 = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.022   0.086   0.157   0.206   0.235   0.245
Bottom        -0.000  -0.014  -0.018  -0.068  -0.123  -0.160  -0.181  -0.189
 
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   0.006   0.012   0.019   0.021   0.021
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.014  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.132   0.167   0.648   1.177   1.547   1.761   1.836
Bottom        -0.000  -0.105  -0.133  -0.513  -0.924  -1.205  -1.361  -1.419
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.013   0.052   0.094   0.123   0.141   0.147
Precast-top   -0.000   0.009   0.011   0.043   0.078   0.103   0.117   0.122
Bottom        -0.000  -0.023  -0.030  -0.115  -0.207  -0.272  -0.309  -0.322
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.028   0.052   0.068   0.078   0.081
Precast-top   -0.000   0.005   0.006   0.024   0.043   0.057   0.065   0.067
Bottom        -0.000  -0.013  -0.016  -0.063  -0.114  -0.150  -0.170  -0.178
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.199   0.358   0.468   0.531   0.550
Precast-top   -0.000   0.034   0.043   0.165   0.298   0.389   0.443   0.458
Bottom        -0.000  -0.091  -0.115  -0.442  -0.794  -1.031  -1.167  -1.208
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.057   0.072   0.279   0.504   0.659   0.749   0.777 
Precast-top    0.002   0.276   0.347   1.304   2.302   2.923   3.172   3.349 
Bottom         0.805   3.116   3.035   1.947   0.810   0.089  -0.234  -0.415 
 

 
 
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    2.97   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000   0.033   0.041   0.158   0.280   0.364   0.408   0.411
Precast-top   -0.000   0.027   0.034   0.131   0.233   0.303   0.340   0.343
Bottom        -0.000  -0.073  -0.092  -0.351  -0.620  -0.803  -0.897  -0.903
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.198   0.353   0.460   0.517   0.525 
Precast-top    0.001   0.148   0.186   0.701   1.235   1.570   1.705   1.788 
Bottom         0.402   1.530   1.483   0.844   0.182  -0.243  -0.431  -0.507 
 

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
    455.0    6.5   67.2    1.128   5.4   6.00e-3 50.0    467.4     1.669    3.520      0.00
      0.0    1.0   66.8     41.9 0.154      32.8 0.87    12.00     0.113    1.620 
Transfer:   3.00
    441.6    6.5   67.2    5.089  24.3  -0.03e-3 28.9    286.4     0.486    1.760      0.00
    811.2    4.3   65.1    189.0 0.147     179.9 4.91    12.00     0.113    1.666 
Critical:   6.06
    423.8    6.5   67.2    6.039  24.3  -0.08e-3 28.7    260.2     0.440    1.760      0.00
   1777.5    5.0   64.7    189.0 0.142     186.3 5.12    12.00     0.113    1.727 
0.1L    :  13.13
    383.0    6.5   67.2    7.812  24.3  -0.09e-3 28.7    216.1     0.370    0.620      0.00
   3943.6    6.6   64.0    189.0 0.129     185.2 5.15    12.00     0.113    1.344 
0.2L    :  26.27
    310.7    6.5   62.3    9.548  24.3  -0.02e-3 28.9    159.2     0.298    0.496      0.00
   7065.4    6.6   59.0    189.0 0.112     161.8 4.87    24.00     0.113    1.306 
0.3L    :  39.40
    240.1    6.5   64.7    9.548  24.3   0.75e-3 31.6    136.1     0.273    0.413      0.00
   9168.7    6.6   61.4    189.0 0.081     106.3 3.08    24.00     0.113    1.263 
0.4L    :  52.53
    170.5    6.5   67.1    9.548   0.0   1.11e-3 32.9     95.5     0.194    0.413      0.00
  10290.4    6.6   63.8    189.0 0.061      93.9 2.62    24.00     0.113    1.571 
0.5L    :  65.67
    103.2    6.5   67.1    9.548   0.0   0.99e-3 32.5     15.8     0.113    0.413      0.00
  10471.8    6.6   63.8    189.0 0.037      98.8 2.75    24.00     0.113    2.668 
0.6L    :  78.80
    170.5    6.5   67.1    9.548   0.0   1.11e-3 32.9     95.5     0.194    0.413      0.00
  10290.4    6.6   63.8    189.0 0.061      93.9 2.62    24.00     0.113    1.571 
0.7L    :  91.93
    240.1    6.5   64.7    9.548  24.3   0.75e-3 31.6    136.1     0.273    0.413      0.00
   9168.7    6.6   61.4    189.0 0.081     106.3 3.08    24.00     0.113    1.263 
0.8L    : 105.06
    310.7    6.5   62.3    9.548  24.3  -0.02e-3 28.9    159.2     0.298    0.496      0.00
   7065.4    6.6   59.0    189.0 0.112     161.8 4.87    24.00     0.113    1.306 
0.9L    : 118.20
    383.0    6.5   67.2    7.812  24.3  -0.09e-3 28.7    216.1     0.370    0.620      0.00
   3943.6    6.6   64.0    189.0 0.129     185.2 5.15    12.00     0.113    1.344 
Critical: 125.27
    423.8    6.5   67.2    6.039  24.3  -0.08e-3 28.7    260.2     0.440    1.760      0.00
   1777.5    5.0   64.7    189.0 0.142     186.3 5.12    12.00     0.113    1.727 
Transfer: 128.33
    441.6    6.5   67.2    5.089  24.3  -0.03e-3 28.9    286.4     0.486    1.760      0.00
    811.2    4.3   65.1    189.0 0.147     179.9 4.91    12.00     0.113    1.666 
Bearing : 130.67
    455.0    6.5   67.2    1.128   5.4   6.00e-3 50.0    467.4     1.669    3.520      0.00
      0.0    1.0   66.8     41.9 0.154      32.8 0.87    12.00     0.113    1.620 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.74
 
 
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
    455.0      7.57     67.25    0.98       66.76    24.00      0.300      1.775      0.000      3.520 
Transfer:      2.33
    441.6      7.54     67.25    4.34       65.08    24.00      0.300      1.763      0.000      1.760 
Critical:      5.39
    423.9      7.28     67.25    5.04       64.73    24.00      0.300      1.675      0.000      1.760 
0.1L    :     12.47
    383.0      6.65     67.25    6.58       63.96    24.00      0.300      1.468      0.000      0.620 
0.2L    :     25.60
    310.7      5.85     62.34    6.59       59.04    24.00      0.300      1.199      0.000      0.496 
0.3L    :     38.73
    240.1      4.34     64.70    6.60       61.40    24.00      0.300      0.698      0.000      0.413 
0.4L    :     51.87
    170.5      2.97     67.07    6.61       63.76    24.00      0.300      0.240      0.000      0.413 
0.5L    :     65.00
    103.2      1.80     67.07    6.61       63.76    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    170.5      2.97     67.07    6.61       63.76    24.00      0.300      0.240      0.000      0.413 
0.7L    :     91.27
    240.1      4.34     64.70    6.60       61.40    24.00      0.300      0.698      0.000      0.413 
0.8L    :    104.40
    310.7      5.85     62.34    6.59       59.04    24.00      0.300      1.199      0.000      0.496 
0.9L    :    117.53
    383.0      6.65     67.25    6.58       63.96    24.00      0.300      1.468      0.000      0.620 
Critical:    124.61
    423.9      7.28     67.25    5.04       64.73    24.00      0.300      1.675      0.000      1.760 
Transfer:    127.67
    441.6      7.54     67.25    4.34       65.08    24.00      0.300      1.763      0.000      1.760 
Bearing :    130.00
    455.0      7.57     67.25    0.98       66.76    24.00      0.300      1.775      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
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          :       1.140            2.012            2.347
 
At 0.2 x L = 25.60 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
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          :       1.982            3.491            4.056
 
At 0.3 x L = 38.73 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.552            4.491            5.203
 
At 0.4 x L = 51.87 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.864            5.036            5.824
 
At 0.5 x L = 65.00 ft
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.986            5.249            6.067
 
At 0.6 x L = 78.13 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.864            5.036            5.824
 
At 0.7 x L = 91.27 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.552            4.491            5.203
 
At 0.8 x L = 104.40 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
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          :       1.982            3.491            4.056
 
At 0.9 x L = 117.53 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
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          :       1.140            2.012            2.347
 

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
   816.2    58.2  6.219  263.4    5.1   4.34   7641.6  0.038T 1.00       -       -     -     -  
H/2     :   2.97
  1032.4    58.3  6.458  263.1    5.3   4.50   7932.7  0.036T 1.00       -       -     -     -  
0.1L    :  12.47
  4004.7    60.0  9.548  260.2    7.7   6.58  11737.4  0.024T 1.00   8910.4  5326.3    1.32    -  
0.2L    :  25.60
  7283.1    62.3  9.548  260.6    7.8   6.59  12242.6  0.024T 1.00   8928.8  8928.8    1.37    -  
0.3L    :  38.73
  9597.1    64.7  9.548  260.9    7.8   6.60  12748.1  0.024T 1.00   9102.4  9102.4    1.40    -  
0.4L    :  51.87
 10980.9    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9426.4  9426.4    1.41    -  
0.5L    :  65.00
 11412.7    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9357.4  9357.4    1.42    -  
0.6L    :  78.13
 10980.9    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9426.4  9426.4    1.41    -  
0.7L    :  91.27
  9597.1    64.7  9.548  260.9    7.8   6.60  12748.1  0.024T 1.00   9102.4  9102.4    1.40    -  
0.8L    : 104.40
  7283.1    62.3  9.548  260.6    7.8   6.59  12242.6  0.024T 1.00   8928.8  8928.8    1.37    -  
0.9L    : 117.53
  4004.7    60.0  9.548  260.2    7.7   6.58  11737.4  0.024T 1.00   8910.4  5326.3    1.32    -  
H/2     : 127.03
  1032.4    58.3  6.458  263.1    5.3   4.50   7932.7  0.036T 1.00       -       -     -     -  
Transfer: 127.67
   816.2    58.2  6.219  263.4    5.1   4.34   7641.6  0.038T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.079
        M   2.00 Fb     0.117
 
  2   2 E  60.00 Ft     0.379
        M   8.00 Fb     0.057
 
  3   2 E  58.00 Ft     0.666
        M   6.00 Fb     0.008
 
  4   2 E  56.00 Ft     0.938
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.197
        M   2.00 Fb    -0.057
 
  6   2 E   6.00 Ft     1.146
        M   6.00 Fb     0.163
 
  7   2 E   6.00 Ft     1.095
        M   6.00 Fb     0.383
 
  8   2 E   6.00 Ft     1.044
        M   6.00 Fb     0.604
 
  9   2 E   6.00 Ft     0.992
        M   6.00 Fb     0.824
 
 10   2 E   6.00 Ft     0.941
        M   6.00 Fb     1.044
 
 11   2 E   6.00 Ft     0.890
        M   6.00 Fb     1.264
 
 12   2 E   4.00 Ft     0.825
        M   4.00 Fb     1.495
 
 13   2 E   4.00 Ft     0.760
        M   4.00 Fb     1.726
 
 14   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.957
 
 15   2 E   4.00 Ft     0.630
        M   4.00 Fb     2.188
 
 16   2 E   4.00 Ft     0.565
        M   4.00 Fb     2.419
 
 17   2 E   4.00 Ft     0.500
        M   4.00 Fb     2.650
 
 18   2 E   2.00 Ft     0.421
        M   2.00 Fb     2.892
 
 19   2 E   2.00 Ft     0.343
        M   2.00 Fb     3.134
 
 20   2 E   2.00 Ft     0.264
        M   2.00 Fb     3.376
 
 21   2 E   2.00 Ft     0.185
        M   2.00 Fb     3.618
 
 22   2 E   2.00 Ft     0.106
        M   2.00 Fb     3.860
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.61 %               Final losses: 13.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.860     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.106       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13253.68    11412.72     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.915     Midspan    1.800   0.228     Midspan
    Pre.Top:   4.500   3.464     Midspan    3.375   2.891     Midspan
    Pre.Bot:   4.500   3.093    Transfer    3.375   3.206    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.002     Bearing
    Pre.Bot:  -0.520  -0.415     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.788     Midspan
    Pre.Bot:                                                             3.000   1.530    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.986            5.249            6.067
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  130.00
     DC  Line       0.087      0.00       0.087  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
      0.50    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.330 ft
Release length = 131.330 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.716   (Calculated)    
Live Moment (1  lane  loaded)  : 0.483   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.147   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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                  =        807.4 in2           1520.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           989027 in4#
Ht. of c.g.           =        28.75 in             46.82 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    817.3    852.2    852.2    852.2    852.2    852.2    852.2    852.2
  Yb      ,  in    28.56    27.93    27.92    27.83    27.71    27.58    27.46    27.46
  MI(Ixx) , in4   425066   433189   433341   435753   439497   443714   448406   448406
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1529.7   1562.6   1562.6   1562.6   1562.6   1562.6   1562.6   1562.6
  Yb      ,  in    46.62    45.91    45.91    45.86    45.80    45.73    45.67    45.67
  MI(Ixx) , in4   999363  1035831  1036148  1041029  1048173  1055778  1063841  1063841

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.64 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.829 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.786 ft
Holddown Force        =  27.975 kips     Beam Shrtng (PL/AE)   =      0.691 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)       
---------------------------------------------------------------------------------------
      5781.374         740 4278.217     27.273 110454.234  1705.384     831.310        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     38.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6670     92.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      92.6631    108.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.9134    119.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     119.9134    124.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     124.4134    124.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     124.9550    129.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     129.9550    130.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.2050    130.4550     No
      2      US#6[M19]       60.00        0.88       3.00     130.4550    130.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.7050    130.9550     No
      2      US#6[M19]       60.00        0.88       3.00     130.9550    131.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     131.2050    131.3300     No
 
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 131.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 24.57 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.966 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.47 ksi    0.00 ksi
    due to Composite Loads                                 -2.47 ksi    0.00 ksi
    due to Live Loads                                      -5.96 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.45 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.88 ksi  ( 8.61 %)             9.96 ksi ( 5.08 %)
Total Prestress Losses                                    26.84 ksi (13.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   213.4   269.9  1044.4  1891.7  2479.8  2830.6  2931.5
            V     149.7   145.9   144.9   129.6   108.9    88.3    59.4    38.8
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   149.7   145.9   144.9   129.6   110.5    92.4    75.2    59.0
            M      -0.0   210.5   266.0  1009.4  1767.3  2235.0  2436.0  2393.8
Total     : M+      0.0   562.7   711.8  2762.1  5026.1  6628.0  7586.3  7888.6
            V     302.0   292.8   290.3   252.8   201.5   150.2    90.1    38.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   302.0   292.8   290.3   252.9   203.1   154.3   105.9    59.0
            M      -0.0   559.9   707.9  2727.1  4901.7  6383.2  7191.7  7350.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   2830.6  2479.8  1891.7  1044.4   269.9   213.4     0.0
            V      59.4    88.3   108.9   129.6   144.9   145.9   149.7
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    75.2    92.4   110.5   129.6   144.9   145.9   149.7
            M    2436.0  2235.0  1767.3  1009.4   266.0   210.5    -0.0
Total     : M+   7586.3  6628.0  5026.1  2762.1   711.8   562.7     0.0
            V      90.1   150.2   201.5   252.8   290.3   292.8   302.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   105.9   154.3   203.1   252.9   290.3   292.8   302.0
            M    7191.7  6383.2  4901.7  2727.1   707.9   559.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.7             54.7
Deck+Haunch            59.4             59.4
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.9              7.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   170.7   215.9   835.5  1513.4  1983.9  2264.5  2345.2
            V     119.8   116.7   115.9   103.6    87.1    70.6    47.5    31.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.8   116.8   115.9   103.7    88.4    73.9    60.2    47.2
            M      -0.0   168.4   212.8   807.5  1413.8  1788.0  1948.8  1915.1
Total     : M+      0.0   520.0   657.8  2553.2  4647.8  6132.0  7020.2  7302.3
            V     272.1   263.6   261.3   226.9   179.7   132.5    78.2    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   272.1   263.6   261.3   226.9   181.0   135.8    90.8    47.2
            M      -0.0   517.8   654.7  2525.3  4548.3  5936.2  6704.5  6872.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   2264.5  1983.8  1513.4   835.5   215.9   170.7     0.0
            V      47.5    70.6    87.1   103.6   115.9   116.7   119.8
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    60.2    73.9    88.4   103.7   115.9   116.8   119.8
            M    1948.8  1788.0  1413.8   807.5   212.8   168.4    -0.0
Total     : M+   7020.2  6132.0  4647.8  2553.2   657.8   520.0     0.0
            V      78.2   132.5   179.7   226.9   261.3   263.6   272.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.8   135.8   181.0   226.9   261.3   263.6   272.1
            M    6704.5  5936.2  4548.3  2525.3   654.7   517.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   156.7   198.2   770.3  1404.9  1858.2  2130.2  2220.9
(Max)       V      68.3    65.9    65.2    55.2    41.4    27.6    13.8     0.0
Self wt.  : M       0.0   112.8   142.7   554.6  1011.5  1337.9  1533.8  1599.0
(Min)       V      49.2    47.4    47.0    39.8    29.8    19.9     9.9     0.0
DL-Prec.  : M       0.0    22.7    28.7   111.5   203.3   268.9   308.3   321.4
DC(Max)     V       9.9     9.5     9.4     8.0     6.0     4.0     2.0     0.0
DL-Prec.  : M       0.0    16.3    20.7    80.3   146.4   193.6   222.0   231.4
DC(Min)     V       7.1     6.9     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   170.3   215.4   836.9  1526.5  2019.0  2314.5  2413.0
Haunch (Max)V      74.2    71.6    70.9    60.0    45.0    30.0    15.0     0.0
Deck +    : M       0.0   122.6   155.1   602.6  1099.1  1453.7  1666.4  1737.4
Haunch (Min)V      53.5    51.5    51.0    43.2    32.4    21.6    10.8     0.0
Diaphragm : M       0.0     1.5     1.9     7.8    16.0    24.2    28.1    28.1
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.6    11.5    17.4    20.3    20.3
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    55.1    69.8   271.1   494.5   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.0    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    50.2   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.5    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    46.2   179.5   327.4   433.1   496.4   517.6
DW(Max)     V      15.9    15.4    15.2    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    20.0    77.8   141.9   187.7   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   373.4   472.3  1827.7  3310.5  4339.7  4953.6  5130.1
            V     262.0   255.4   253.6   226.7   190.6   154.5   104.0    67.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   262.0   255.4   253.6   226.9   193.4   161.7   131.6   103.2
            M      -0.0   368.4   465.4  1766.5  3092.8  3911.3  4263.1  4189.2
Total     : M+      0.0   816.2  1032.4  4004.7  7283.1  9597.1 10980.9 11412.7
            V     455.0   441.5   437.9   382.9   307.9   232.9   142.8    67.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   455.0   441.6   437.9   383.0   310.7   240.1   170.5   103.2
            M      -0.0   811.2  1025.6  3943.6  7065.4  9168.7 10290.4 10471.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    2130.2  1858.2  1404.9   770.3   198.2   156.7     0.0
(Max)       V      13.8    27.6    41.4    55.2    65.2    65.9    68.3
Self wt.  : M    1533.8  1337.9  1011.5   554.6   142.7   112.8     0.0
(Min)       V       9.9    19.9    29.8    39.8    47.0    47.4    49.2
DL-Prec.  : M     308.3   268.9   203.3   111.5    28.7    22.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.4     9.5     9.9
DL-Prec.  : M     222.0   193.6   146.4    80.3    20.7    16.3     0.0
DC(Min)     V       1.4     2.9     4.3     5.8     6.8     6.9     7.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2314.5  2019.0  1526.5   836.9   215.4   170.3     0.0
Haunch (Max)V      15.0    30.0    45.0    60.0    70.9    71.6    74.2
Deck +    : M    1666.4  1453.7  1099.1   602.6   155.1   122.6     0.0
Haunch (Min)V      10.8    21.6    32.4    43.2    51.0    51.5    53.5
Diaphragm : M      28.1    24.2    16.0     7.8     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      20.3    17.4    11.5     5.6     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     749.7   654.0   494.5   271.1    69.8    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.0    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    50.2    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.5    16.7    17.3
DL-Comp   : M     496.4   433.1   327.4   179.5    46.2    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.2    15.4    15.9
DL-Comp   : M     215.1   187.7   141.9    77.8    20.0    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   4953.6  4339.7  3310.5  1827.7   472.3   373.4     0.0
            V     104.0   154.5   190.6   226.7   253.6   255.4   262.0
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   131.6   161.7   193.4   226.9   253.6   255.4   262.0
            M    4263.1  3911.3  3092.8  1766.5   465.4   368.4    -0.0
Total     : M+  10980.9  9597.1  7283.1  4004.7  1032.4   816.2     0.0
            V     142.8   232.9   307.9   382.9   437.9   441.5   455.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   170.5   240.1   310.7   383.0   437.9   441.6   455.0
            M   10290.4  9168.7  7065.4  3943.6  1025.6   811.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               68.3             68.3
Deck+Haunch            74.2             74.2
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.9              9.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(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    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     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    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   136.8   172.9   663.1  1182.4  1545.4  1741.5  1753.7
            V     114.3   111.9   111.2   101.0    87.7    66.3    53.0    39.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.3   111.9   111.2   101.0    87.7    74.4    61.1    47.9
            M       0.0   136.8   172.9   663.1  1182.4  1517.8  1669.3  1637.1
Total     : M+      0.0   486.1   614.9  2380.8  4316.8  5693.5  6497.1  6710.8
            V     266.7   258.7   256.6   224.3   180.3   128.1    83.6    39.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   266.7   258.7   256.6   224.3   180.3   136.3    91.8    47.9
            M       0.0   486.1   614.9  2380.8  4316.8  5666.0  6425.0  6594.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
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     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
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      22.5    19.4    12.8     6.2     1.5     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
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     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
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+   1741.5  1545.4  1182.4   663.1   172.9   136.8     0.0
            V      53.0    66.3    87.7   101.0   111.2   111.9   114.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.1    74.4    87.7   101.0   111.2   111.9   114.3
            M    1669.3  1517.8  1182.4   663.1   172.9   136.8     0.0
Total     : M+   6497.1  5693.5  4316.8  2380.8   614.9   486.1     0.0
            V      83.6   128.1   180.3   224.3   256.6   258.7   266.7
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    91.8   136.3   180.3   224.3   256.6   258.7   266.7
            M    6425.0  5666.0  4316.8  2380.8   614.9   486.1     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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.022   0.086   0.157   0.206   0.235   0.245
Bottom        -0.000  -0.014  -0.018  -0.068  -0.123  -0.160  -0.181  -0.189
 
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   0.006   0.012   0.019   0.021   0.021
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.014  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.132   0.167   0.648   1.177   1.547   1.761   1.836
Bottom        -0.000  -0.105  -0.133  -0.513  -0.924  -1.205  -1.361  -1.419
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.013   0.052   0.094   0.123   0.141   0.147
Precast-top   -0.000   0.009   0.011   0.043   0.078   0.103   0.117   0.122
Bottom        -0.000  -0.023  -0.030  -0.115  -0.207  -0.272  -0.309  -0.322
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.028   0.052   0.068   0.078   0.081
Precast-top   -0.000   0.005   0.006   0.024   0.043   0.057   0.065   0.067
Bottom        -0.000  -0.013  -0.016  -0.063  -0.114  -0.150  -0.170  -0.178
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.248   0.448   0.584   0.664   0.687
Precast-top   -0.000   0.042   0.053   0.206   0.373   0.487   0.553   0.573
Bottom        -0.000  -0.113  -0.143  -0.552  -0.992  -1.289  -1.458  -1.510
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.067   0.085   0.328   0.593   0.776   0.882   0.915 
Precast-top    0.002   0.284   0.357   1.346   2.376   3.020   3.282   3.464 
Bottom         0.805   3.093   3.006   1.836   0.611  -0.169  -0.526  -0.717 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.021   0.080   0.145   0.191   0.218   0.228 
Precast-top    0.002   0.242   0.304   1.139   2.004   2.533   2.729   2.891 
Bottom         0.805   3.206   3.150   2.388   1.603   1.121   0.932   0.793 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 
 
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 = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.022   0.086   0.157   0.206   0.235   0.245
Bottom        -0.000  -0.014  -0.018  -0.068  -0.123  -0.160  -0.181  -0.189
 
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   0.006   0.012   0.019   0.021   0.021
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.014  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.132   0.167   0.648   1.177   1.547   1.761   1.836
Bottom        -0.000  -0.105  -0.133  -0.513  -0.924  -1.205  -1.361  -1.419
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.013   0.052   0.094   0.123   0.141   0.147
Precast-top   -0.000   0.009   0.011   0.043   0.078   0.103   0.117   0.122
Bottom        -0.000  -0.023  -0.030  -0.115  -0.207  -0.272  -0.309  -0.322
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.028   0.052   0.068   0.078   0.081
Precast-top   -0.000   0.005   0.006   0.024   0.043   0.057   0.065   0.067
Bottom        -0.000  -0.013  -0.016  -0.063  -0.114  -0.150  -0.170  -0.178
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.199   0.358   0.468   0.531   0.550
Precast-top   -0.000   0.034   0.043   0.165   0.298   0.389   0.443   0.458
Bottom        -0.000  -0.091  -0.115  -0.442  -0.794  -1.031  -1.167  -1.208
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.057   0.072   0.279   0.504   0.659   0.749   0.777 
Precast-top    0.002   0.276   0.347   1.304   2.302   2.923   3.172   3.349 
Bottom         0.805   3.116   3.035   1.947   0.810   0.089  -0.234  -0.415 
 

 
 
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    2.97   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000   0.033   0.041   0.158   0.280   0.364   0.408   0.411
Precast-top   -0.000   0.027   0.034   0.131   0.233   0.303   0.340   0.343
Bottom        -0.000  -0.073  -0.092  -0.351  -0.620  -0.803  -0.897  -0.903
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.198   0.353   0.460   0.517   0.525 
Precast-top    0.001   0.148   0.186   0.701   1.235   1.570   1.705   1.788 
Bottom         0.402   1.530   1.483   0.844   0.182  -0.243  -0.431  -0.507 
 

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
    455.0    6.5   67.2    1.128   5.4   6.00e-3 50.0    467.4     1.669    3.520      0.00
      0.0    1.0   66.8     41.9 0.154      32.8 0.87    12.00     0.113    1.620 
Transfer:   3.00
    441.6    6.5   67.2    5.089  24.3  -0.03e-3 28.9    286.4     0.486    1.760      0.00
    811.2    4.3   65.1    189.0 0.147     179.9 4.91    12.00     0.113    1.666 
Critical:   6.06
    423.8    6.5   67.2    6.039  24.3  -0.08e-3 28.7    260.2     0.440    1.760      0.00
   1777.5    5.0   64.7    189.0 0.142     186.3 5.12    12.00     0.113    1.727 
0.1L    :  13.13
    383.0    6.5   67.2    7.812  24.3  -0.09e-3 28.7    216.1     0.370    0.620      0.00
   3943.6    6.6   64.0    189.0 0.129     185.2 5.15    12.00     0.113    1.344 
0.2L    :  26.27
    310.7    6.5   62.3    9.548  24.3  -0.02e-3 28.9    159.2     0.298    0.496      0.00
   7065.4    6.6   59.0    189.0 0.112     161.8 4.87    24.00     0.113    1.306 
0.3L    :  39.40
    240.1    6.5   64.7    9.548  24.3   0.75e-3 31.6    136.1     0.273    0.413      0.00
   9168.7    6.6   61.4    189.0 0.081     106.3 3.08    24.00     0.113    1.263 
0.4L    :  52.53
    170.5    6.5   67.1    9.548   0.0   1.11e-3 32.9     95.5     0.194    0.413      0.00
  10290.4    6.6   63.8    189.0 0.061      93.9 2.62    24.00     0.113    1.571 
0.5L    :  65.67
    103.2    6.5   67.1    9.548   0.0   0.99e-3 32.5     15.8     0.113    0.413      0.00
  10471.8    6.6   63.8    189.0 0.037      98.8 2.75    24.00     0.113    2.668 
0.6L    :  78.80
    170.5    6.5   67.1    9.548   0.0   1.11e-3 32.9     95.5     0.194    0.413      0.00
  10290.4    6.6   63.8    189.0 0.061      93.9 2.62    24.00     0.113    1.571 
0.7L    :  91.93
    240.1    6.5   64.7    9.548  24.3   0.75e-3 31.6    136.1     0.273    0.413      0.00
   9168.7    6.6   61.4    189.0 0.081     106.3 3.08    24.00     0.113    1.263 
0.8L    : 105.06
    310.7    6.5   62.3    9.548  24.3  -0.02e-3 28.9    159.2     0.298    0.496      0.00
   7065.4    6.6   59.0    189.0 0.112     161.8 4.87    24.00     0.113    1.306 
0.9L    : 118.20
    383.0    6.5   67.2    7.812  24.3  -0.09e-3 28.7    216.1     0.370    0.620      0.00
   3943.6    6.6   64.0    189.0 0.129     185.2 5.15    12.00     0.113    1.344 
Critical: 125.27
    423.8    6.5   67.2    6.039  24.3  -0.08e-3 28.7    260.2     0.440    1.760      0.00
   1777.5    5.0   64.7    189.0 0.142     186.3 5.12    12.00     0.113    1.727 
Transfer: 128.33
    441.6    6.5   67.2    5.089  24.3  -0.03e-3 28.9    286.4     0.486    1.760      0.00
    811.2    4.3   65.1    189.0 0.147     179.9 4.91    12.00     0.113    1.666 
Bearing : 130.67
    455.0    6.5   67.2    1.128   5.4   6.00e-3 50.0    467.4     1.669    3.520      0.00
      0.0    1.0   66.8     41.9 0.154      32.8 0.87    12.00     0.113    1.620 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.74
 
 
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
    455.0      7.57     67.25    0.98       66.76    24.00      0.300      1.775      0.000      3.520 
Transfer:      2.33
    441.6      7.54     67.25    4.34       65.08    24.00      0.300      1.763      0.000      1.760 
Critical:      5.39
    423.9      7.28     67.25    5.04       64.73    24.00      0.300      1.675      0.000      1.760 
0.1L    :     12.47
    383.0      6.65     67.25    6.58       63.96    24.00      0.300      1.468      0.000      0.620 
0.2L    :     25.60
    310.7      5.85     62.34    6.59       59.04    24.00      0.300      1.199      0.000      0.496 
0.3L    :     38.73
    240.1      4.34     64.70    6.60       61.40    24.00      0.300      0.698      0.000      0.413 
0.4L    :     51.87
    170.5      2.97     67.07    6.61       63.76    24.00      0.300      0.240      0.000      0.413 
0.5L    :     65.00
    103.2      1.80     67.07    6.61       63.76    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    170.5      2.97     67.07    6.61       63.76    24.00      0.300      0.240      0.000      0.413 
0.7L    :     91.27
    240.1      4.34     64.70    6.60       61.40    24.00      0.300      0.698      0.000      0.413 
0.8L    :    104.40
    310.7      5.85     62.34    6.59       59.04    24.00      0.300      1.199      0.000      0.496 
0.9L    :    117.53
    383.0      6.65     67.25    6.58       63.96    24.00      0.300      1.468      0.000      0.620 
Critical:    124.61
    423.9      7.28     67.25    5.04       64.73    24.00      0.300      1.675      0.000      1.760 
Transfer:    127.67
    441.6      7.54     67.25    4.34       65.08    24.00      0.300      1.763      0.000      1.760 
Bearing :    130.00
    455.0      7.57     67.25    0.98       66.76    24.00      0.300      1.775      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
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          :       1.140            2.012            2.347
 
At 0.2 x L = 25.60 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
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          :       1.982            3.491            4.056
 
At 0.3 x L = 38.73 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.552            4.491            5.203
 
At 0.4 x L = 51.87 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.864            5.036            5.824
 
At 0.5 x L = 65.00 ft
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.986            5.249            6.067
 
At 0.6 x L = 78.13 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.864            5.036            5.824
 
At 0.7 x L = 91.27 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.552            4.491            5.203
 
At 0.8 x L = 104.40 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
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          :       1.982            3.491            4.056
 
At 0.9 x L = 117.53 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
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          :       1.140            2.012            2.347
 

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
   816.2    58.2  6.219  263.4    5.1   4.34   7641.6  0.038T 1.00       -       -     -     -  
H/2     :   2.97
  1032.4    58.3  6.458  263.1    5.3   4.50   7932.7  0.036T 1.00       -       -     -     -  
0.1L    :  12.47
  4004.7    60.0  9.548  260.2    7.7   6.58  11737.4  0.024T 1.00   8910.4  5326.3    1.32    -  
0.2L    :  25.60
  7283.1    62.3  9.548  260.6    7.8   6.59  12242.6  0.024T 1.00   8928.8  8928.8    1.37    -  
0.3L    :  38.73
  9597.1    64.7  9.548  260.9    7.8   6.60  12748.1  0.024T 1.00   9102.4  9102.4    1.40    -  
0.4L    :  51.87
 10980.9    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9426.4  9426.4    1.41    -  
0.5L    :  65.00
 11412.7    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9357.4  9357.4    1.42    -  
0.6L    :  78.13
 10980.9    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9426.4  9426.4    1.41    -  
0.7L    :  91.27
  9597.1    64.7  9.548  260.9    7.8   6.60  12748.1  0.024T 1.00   9102.4  9102.4    1.40    -  
0.8L    : 104.40
  7283.1    62.3  9.548  260.6    7.8   6.59  12242.6  0.024T 1.00   8928.8  8928.8    1.37    -  
0.9L    : 117.53
  4004.7    60.0  9.548  260.2    7.7   6.58  11737.4  0.024T 1.00   8910.4  5326.3    1.32    -  
H/2     : 127.03
  1032.4    58.3  6.458  263.1    5.3   4.50   7932.7  0.036T 1.00       -       -     -     -  
Transfer: 127.67
   816.2    58.2  6.219  263.4    5.1   4.34   7641.6  0.038T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.079
        M   2.00 Fb     0.117
 
  2   2 E  60.00 Ft     0.379
        M   8.00 Fb     0.057
 
  3   2 E  58.00 Ft     0.666
        M   6.00 Fb     0.008
 
  4   2 E  56.00 Ft     0.938
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.197
        M   2.00 Fb    -0.057
 
  6   2 E   6.00 Ft     1.146
        M   6.00 Fb     0.163
 
  7   2 E   6.00 Ft     1.095
        M   6.00 Fb     0.383
 
  8   2 E   6.00 Ft     1.044
        M   6.00 Fb     0.604
 
  9   2 E   6.00 Ft     0.992
        M   6.00 Fb     0.824
 
 10   2 E   6.00 Ft     0.941
        M   6.00 Fb     1.044
 
 11   2 E   6.00 Ft     0.890
        M   6.00 Fb     1.264
 
 12   2 E   4.00 Ft     0.825
        M   4.00 Fb     1.495
 
 13   2 E   4.00 Ft     0.760
        M   4.00 Fb     1.726
 
 14   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.957
 
 15   2 E   4.00 Ft     0.630
        M   4.00 Fb     2.188
 
 16   2 E   4.00 Ft     0.565
        M   4.00 Fb     2.419
 
 17   2 E   4.00 Ft     0.500
        M   4.00 Fb     2.650
 
 18   2 E   2.00 Ft     0.421
        M   2.00 Fb     2.892
 
 19   2 E   2.00 Ft     0.343
        M   2.00 Fb     3.134
 
 20   2 E   2.00 Ft     0.264
        M   2.00 Fb     3.376
 
 21   2 E   2.00 Ft     0.185
        M   2.00 Fb     3.618
 
 22   2 E   2.00 Ft     0.106
        M   2.00 Fb     3.860
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.61 %               Final losses: 13.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.860     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.106       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13253.68    11412.72     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.915     Midspan    1.800   0.228     Midspan
    Pre.Top:   4.500   3.464     Midspan    3.375   2.891     Midspan
    Pre.Bot:   4.500   3.093    Transfer    3.375   3.206    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.002     Bearing
    Pre.Bot:  -0.520  -0.415     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.788     Midspan
    Pre.Bot:                                                             3.000   1.530    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.986            5.249            6.067
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  130.00
     DC  Line       0.087      0.00       0.087  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
      0.50    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.330 ft
Release length = 131.330 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.716   (Calculated)    
Live Moment (1  lane  loaded)  : 0.483   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.147   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.918   (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                  =        807.4 in2           1520.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           989027 in4#
Ht. of c.g.           =        28.75 in             46.82 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    817.3    852.2    852.2    852.2    852.2    852.2    852.2    852.2
  Yb      ,  in    28.56    27.93    27.92    27.83    27.71    27.58    27.46    27.46
  MI(Ixx) , in4   425066   433189   433341   435753   439497   443714   448406   448406
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1529.7   1562.6   1562.6   1562.6   1562.6   1562.6   1562.6   1562.6
  Yb      ,  in    46.62    45.91    45.91    45.86    45.80    45.73    45.67    45.67
  MI(Ixx) , in4   999363  1035831  1036148  1041029  1048173  1055778  1063841  1063841

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.64 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.829 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.786 ft
Holddown Force        =  27.975 kips     Beam Shrtng (PL/AE)   =      0.691 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)       
---------------------------------------------------------------------------------------
      5781.374         740 4278.217     27.273 110454.234  1705.384     831.310        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     38.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6670     92.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      92.6631    108.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.9134    119.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     119.9134    124.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     124.4134    124.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     124.9550    129.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     129.9550    130.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.2050    130.4550     No
      2      US#6[M19]       60.00        0.88       3.00     130.4550    130.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.7050    130.9550     No
      2      US#6[M19]       60.00        0.88       3.00     130.9550    131.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     131.2050    131.3300     No
 
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 131.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 24.57 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.966 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.47 ksi    0.00 ksi
    due to Composite Loads                                 -2.47 ksi    0.00 ksi
    due to Live Loads                                      -5.96 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.45 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.88 ksi  ( 8.61 %)             9.96 ksi ( 5.08 %)
Total Prestress Losses                                    26.84 ksi (13.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   213.4   269.9  1044.4  1891.7  2479.8  2830.6  2931.5
            V     149.7   145.9   144.9   129.6   108.9    88.3    59.4    38.8
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   149.7   145.9   144.9   129.6   110.5    92.4    75.2    59.0
            M      -0.0   210.5   266.0  1009.4  1767.3  2235.0  2436.0  2393.8
Total     : M+      0.0   562.7   711.8  2762.1  5026.1  6628.0  7586.3  7888.6
            V     302.0   292.8   290.3   252.8   201.5   150.2    90.1    38.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   302.0   292.8   290.3   252.9   203.1   154.3   105.9    59.0
            M      -0.0   559.9   707.9  2727.1  4901.7  6383.2  7191.7  7350.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   2830.6  2479.8  1891.7  1044.4   269.9   213.4     0.0
            V      59.4    88.3   108.9   129.6   144.9   145.9   149.7
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    75.2    92.4   110.5   129.6   144.9   145.9   149.7
            M    2436.0  2235.0  1767.3  1009.4   266.0   210.5    -0.0
Total     : M+   7586.3  6628.0  5026.1  2762.1   711.8   562.7     0.0
            V      90.1   150.2   201.5   252.8   290.3   292.8   302.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   105.9   154.3   203.1   252.9   290.3   292.8   302.0
            M    7191.7  6383.2  4901.7  2727.1   707.9   559.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.7             54.7
Deck+Haunch            59.4             59.4
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.9              7.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   170.7   215.9   835.5  1513.4  1983.9  2264.5  2345.2
            V     119.8   116.7   115.9   103.6    87.1    70.6    47.5    31.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   119.8   116.8   115.9   103.7    88.4    73.9    60.2    47.2
            M      -0.0   168.4   212.8   807.5  1413.8  1788.0  1948.8  1915.1
Total     : M+      0.0   520.0   657.8  2553.2  4647.8  6132.0  7020.2  7302.3
            V     272.1   263.6   261.3   226.9   179.7   132.5    78.2    31.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   272.1   263.6   261.3   226.9   181.0   135.8    90.8    47.2
            M      -0.0   517.8   654.7  2525.3  4548.3  5936.2  6704.5  6872.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
Diaphragm : M      22.5    19.4    12.8     6.2     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   2264.5  1983.8  1513.4   835.5   215.9   170.7     0.0
            V      47.5    70.6    87.1   103.6   115.9   116.7   119.8
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    60.2    73.9    88.4   103.7   115.9   116.8   119.8
            M    1948.8  1788.0  1413.8   807.5   212.8   168.4    -0.0
Total     : M+   7020.2  6132.0  4647.8  2553.2   657.8   520.0     0.0
            V      78.2   132.5   179.7   226.9   261.3   263.6   272.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.8   135.8   181.0   226.9   261.3   263.6   272.1
            M    6704.5  5936.2  4548.3  2525.3   654.7   517.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   156.7   198.2   770.3  1404.9  1858.2  2130.2  2220.9
(Max)       V      68.3    65.9    65.2    55.2    41.4    27.6    13.8     0.0
Self wt.  : M       0.0   112.8   142.7   554.6  1011.5  1337.9  1533.8  1599.0
(Min)       V      49.2    47.4    47.0    39.8    29.8    19.9     9.9     0.0
DL-Prec.  : M       0.0    22.7    28.7   111.5   203.3   268.9   308.3   321.4
DC(Max)     V       9.9     9.5     9.4     8.0     6.0     4.0     2.0     0.0
DL-Prec.  : M       0.0    16.3    20.7    80.3   146.4   193.6   222.0   231.4
DC(Min)     V       7.1     6.9     6.8     5.8     4.3     2.9     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   170.3   215.4   836.9  1526.5  2019.0  2314.5  2413.0
Haunch (Max)V      74.2    71.6    70.9    60.0    45.0    30.0    15.0     0.0
Deck +    : M       0.0   122.6   155.1   602.6  1099.1  1453.7  1666.4  1737.4
Haunch (Min)V      53.5    51.5    51.0    43.2    32.4    21.6    10.8     0.0
Diaphragm : M       0.0     1.5     1.9     7.8    16.0    24.2    28.1    28.1
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.6    11.5    17.4    20.3    20.3
(Min)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    55.1    69.8   271.1   494.5   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.0    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    50.2   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.5    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    46.2   179.5   327.4   433.1   496.4   517.6
DW(Max)     V      15.9    15.4    15.2    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    20.0    77.8   141.9   187.7   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   373.4   472.3  1827.7  3310.5  4339.7  4953.6  5130.1
            V     262.0   255.4   253.6   226.7   190.6   154.5   104.0    67.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   262.0   255.4   253.6   226.9   193.4   161.7   131.6   103.2
            M      -0.0   368.4   465.4  1766.5  3092.8  3911.3  4263.1  4189.2
Total     : M+      0.0   816.2  1032.4  4004.7  7283.1  9597.1 10980.9 11412.7
            V     455.0   441.5   437.9   382.9   307.9   232.9   142.8    67.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   455.0   441.6   437.9   383.0   310.7   240.1   170.5   103.2
            M      -0.0   811.2  1025.6  3943.6  7065.4  9168.7 10290.4 10471.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    2130.2  1858.2  1404.9   770.3   198.2   156.7     0.0
(Max)       V      13.8    27.6    41.4    55.2    65.2    65.9    68.3
Self wt.  : M    1533.8  1337.9  1011.5   554.6   142.7   112.8     0.0
(Min)       V       9.9    19.9    29.8    39.8    47.0    47.4    49.2
DL-Prec.  : M     308.3   268.9   203.3   111.5    28.7    22.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.4     9.5     9.9
DL-Prec.  : M     222.0   193.6   146.4    80.3    20.7    16.3     0.0
DC(Min)     V       1.4     2.9     4.3     5.8     6.8     6.9     7.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2314.5  2019.0  1526.5   836.9   215.4   170.3     0.0
Haunch (Max)V      15.0    30.0    45.0    60.0    70.9    71.6    74.2
Deck +    : M    1666.4  1453.7  1099.1   602.6   155.1   122.6     0.0
Haunch (Min)V      10.8    21.6    32.4    43.2    51.0    51.5    53.5
Diaphragm : M      28.1    24.2    16.0     7.8     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      20.3    17.4    11.5     5.6     1.3     1.1     0.0
(Min)       V       0.0     0.4     0.4     0.4     0.4     0.4     0.4
DL-Comp   : M     749.7   654.0   494.5   271.1    69.8    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.0    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    50.2    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.5    16.7    17.3
DL-Comp   : M     496.4   433.1   327.4   179.5    46.2    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.2    15.4    15.9
DL-Comp   : M     215.1   187.7   141.9    77.8    20.0    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   4953.6  4339.7  3310.5  1827.7   472.3   373.4     0.0
            V     104.0   154.5   190.6   226.7   253.6   255.4   262.0
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   131.6   161.7   193.4   226.9   253.6   255.4   262.0
            M    4263.1  3911.3  3092.8  1766.5   465.4   368.4    -0.0
Total     : M+  10980.9  9597.1  7283.1  4004.7  1032.4   816.2     0.0
            V     142.8   232.9   307.9   382.9   437.9   441.5   455.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   170.5   240.1   310.7   383.0   437.9   441.6   455.0
            M   10290.4  9168.7  7065.4  3943.6  1025.6   811.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               68.3             68.3
Deck+Haunch            74.2             74.2
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.9              9.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    18.1    23.0    89.2   162.7   215.1   246.6   257.1
DC(Max)     V       7.9     7.6     7.6     6.4     4.8     3.2     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   136.2   172.3   669.5  1221.2  1615.2  1851.6  1930.4
Haunch (Max)V      59.4    57.3    56.7    48.0    36.0    24.0    12.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.2    12.8    19.4    22.5    22.5
(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    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     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    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   136.8   172.9   663.1  1182.4  1545.4  1741.5  1753.7
            V     114.3   111.9   111.2   101.0    87.7    66.3    53.0    39.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   114.3   111.9   111.2   101.0    87.7    74.4    61.1    47.9
            M       0.0   136.8   172.9   663.1  1182.4  1517.8  1669.3  1637.1
Total     : M+      0.0   486.1   614.9  2380.8  4316.8  5693.5  6497.1  6710.8
            V     266.7   258.7   256.6   224.3   180.3   128.1    83.6    39.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   266.7   258.7   256.6   224.3   180.3   136.3    91.8    47.9
            M       0.0   486.1   614.9  2380.8  4316.8  5666.0  6425.0  6594.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
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     246.6   215.1   162.7    89.2    23.0    18.1     0.0
DC(Max)     V       1.6     3.2     4.8     6.4     7.6     7.6     7.9
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    1851.6  1615.2  1221.2   669.5   172.3   136.2     0.0
Haunch (Max)V      12.0    24.0    36.0    48.0    56.7    57.3    59.4
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      22.5    19.4    12.8     6.2     1.5     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
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     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
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+   1741.5  1545.4  1182.4   663.1   172.9   136.8     0.0
            V      53.0    66.3    87.7   101.0   111.2   111.9   114.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.1    74.4    87.7   101.0   111.2   111.9   114.3
            M    1669.3  1517.8  1182.4   663.1   172.9   136.8     0.0
Total     : M+   6497.1  5693.5  4316.8  2380.8   614.9   486.1     0.0
            V      83.6   128.1   180.3   224.3   256.6   258.7   266.7
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    91.8   136.3   180.3   224.3   256.6   258.7   266.7
            M    6425.0  5666.0  4316.8  2380.8   614.9   486.1     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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.022   0.086   0.157   0.206   0.235   0.245
Bottom        -0.000  -0.014  -0.018  -0.068  -0.123  -0.160  -0.181  -0.189
 
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   0.006   0.012   0.019   0.021   0.021
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.014  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.132   0.167   0.648   1.177   1.547   1.761   1.836
Bottom        -0.000  -0.105  -0.133  -0.513  -0.924  -1.205  -1.361  -1.419
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.013   0.052   0.094   0.123   0.141   0.147
Precast-top   -0.000   0.009   0.011   0.043   0.078   0.103   0.117   0.122
Bottom        -0.000  -0.023  -0.030  -0.115  -0.207  -0.272  -0.309  -0.322
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.028   0.052   0.068   0.078   0.081
Precast-top   -0.000   0.005   0.006   0.024   0.043   0.057   0.065   0.067
Bottom        -0.000  -0.013  -0.016  -0.063  -0.114  -0.150  -0.170  -0.178
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.248   0.448   0.584   0.664   0.687
Precast-top   -0.000   0.042   0.053   0.206   0.373   0.487   0.553   0.573
Bottom        -0.000  -0.113  -0.143  -0.552  -0.992  -1.289  -1.458  -1.510
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.067   0.085   0.328   0.593   0.776   0.882   0.915 
Precast-top    0.002   0.284   0.357   1.346   2.376   3.020   3.282   3.464 
Bottom         0.805   3.093   3.006   1.836   0.611  -0.169  -0.526  -0.717 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.021   0.080   0.145   0.191   0.218   0.228 
Precast-top    0.002   0.242   0.304   1.139   2.004   2.533   2.729   2.891 
Bottom         0.805   3.206   3.150   2.388   1.603   1.121   0.932   0.793 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 
 
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 = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.022   0.086   0.157   0.206   0.235   0.245
Bottom        -0.000  -0.014  -0.018  -0.068  -0.123  -0.160  -0.181  -0.189
 
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   0.006   0.012   0.019   0.021   0.021
Bottom        -0.000  -0.001  -0.001  -0.005  -0.010  -0.014  -0.017  -0.017
 
Deck + Haunch
Precast-top   -0.000   0.132   0.167   0.648   1.177   1.547   1.761   1.836
Bottom        -0.000  -0.105  -0.133  -0.513  -0.924  -1.205  -1.361  -1.419
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.013   0.052   0.094   0.123   0.141   0.147
Precast-top   -0.000   0.009   0.011   0.043   0.078   0.103   0.117   0.122
Bottom        -0.000  -0.023  -0.030  -0.115  -0.207  -0.272  -0.309  -0.322
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.028   0.052   0.068   0.078   0.081
Precast-top   -0.000   0.005   0.006   0.024   0.043   0.057   0.065   0.067
Bottom        -0.000  -0.013  -0.016  -0.063  -0.114  -0.150  -0.170  -0.178
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.199   0.358   0.468   0.531   0.550
Precast-top   -0.000   0.034   0.043   0.165   0.298   0.389   0.443   0.458
Bottom        -0.000  -0.091  -0.115  -0.442  -0.794  -1.031  -1.167  -1.208
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.057   0.072   0.279   0.504   0.659   0.749   0.777 
Precast-top    0.002   0.276   0.347   1.304   2.302   2.923   3.172   3.349 
Bottom         0.805   3.116   3.035   1.947   0.810   0.089  -0.234  -0.415 
 

 
 
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    2.97   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000   0.033   0.041   0.158   0.280   0.364   0.408   0.411
Precast-top   -0.000   0.027   0.034   0.131   0.233   0.303   0.340   0.343
Bottom        -0.000  -0.073  -0.092  -0.351  -0.620  -0.803  -0.897  -0.903
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.198   0.353   0.460   0.517   0.525 
Precast-top    0.001   0.148   0.186   0.701   1.235   1.570   1.705   1.788 
Bottom         0.402   1.530   1.483   0.844   0.182  -0.243  -0.431  -0.507 
 

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
    455.0    6.5   67.2    1.128   5.4   6.00e-3 50.0    467.4     1.669    3.520      0.00
      0.0    1.0   66.8     41.9 0.154      32.8 0.87    12.00     0.113    1.620 
Transfer:   3.00
    441.6    6.5   67.2    5.089  24.3  -0.03e-3 28.9    286.4     0.486    1.760      0.00
    811.2    4.3   65.1    189.0 0.147     179.9 4.91    12.00     0.113    1.666 
Critical:   6.06
    423.8    6.5   67.2    6.039  24.3  -0.08e-3 28.7    260.2     0.440    1.760      0.00
   1777.5    5.0   64.7    189.0 0.142     186.3 5.12    12.00     0.113    1.727 
0.1L    :  13.13
    383.0    6.5   67.2    7.812  24.3  -0.09e-3 28.7    216.1     0.370    0.620      0.00
   3943.6    6.6   64.0    189.0 0.129     185.2 5.15    12.00     0.113    1.344 
0.2L    :  26.27
    310.7    6.5   62.3    9.548  24.3  -0.02e-3 28.9    159.2     0.298    0.496      0.00
   7065.4    6.6   59.0    189.0 0.112     161.8 4.87    24.00     0.113    1.306 
0.3L    :  39.40
    240.1    6.5   64.7    9.548  24.3   0.75e-3 31.6    136.1     0.273    0.413      0.00
   9168.7    6.6   61.4    189.0 0.081     106.3 3.08    24.00     0.113    1.263 
0.4L    :  52.53
    170.5    6.5   67.1    9.548   0.0   1.11e-3 32.9     95.5     0.194    0.413      0.00
  10290.4    6.6   63.8    189.0 0.061      93.9 2.62    24.00     0.113    1.571 
0.5L    :  65.67
    103.2    6.5   67.1    9.548   0.0   0.99e-3 32.5     15.8     0.113    0.413      0.00
  10471.8    6.6   63.8    189.0 0.037      98.8 2.75    24.00     0.113    2.668 
0.6L    :  78.80
    170.5    6.5   67.1    9.548   0.0   1.11e-3 32.9     95.5     0.194    0.413      0.00
  10290.4    6.6   63.8    189.0 0.061      93.9 2.62    24.00     0.113    1.571 
0.7L    :  91.93
    240.1    6.5   64.7    9.548  24.3   0.75e-3 31.6    136.1     0.273    0.413      0.00
   9168.7    6.6   61.4    189.0 0.081     106.3 3.08    24.00     0.113    1.263 
0.8L    : 105.06
    310.7    6.5   62.3    9.548  24.3  -0.02e-3 28.9    159.2     0.298    0.496      0.00
   7065.4    6.6   59.0    189.0 0.112     161.8 4.87    24.00     0.113    1.306 
0.9L    : 118.20
    383.0    6.5   67.2    7.812  24.3  -0.09e-3 28.7    216.1     0.370    0.620      0.00
   3943.6    6.6   64.0    189.0 0.129     185.2 5.15    12.00     0.113    1.344 
Critical: 125.27
    423.8    6.5   67.2    6.039  24.3  -0.08e-3 28.7    260.2     0.440    1.760      0.00
   1777.5    5.0   64.7    189.0 0.142     186.3 5.12    12.00     0.113    1.727 
Transfer: 128.33
    441.6    6.5   67.2    5.089  24.3  -0.03e-3 28.9    286.4     0.486    1.760      0.00
    811.2    4.3   65.1    189.0 0.147     179.9 4.91    12.00     0.113    1.666 
Bearing : 130.67
    455.0    6.5   67.2    1.128   5.4   6.00e-3 50.0    467.4     1.669    3.520      0.00
      0.0    1.0   66.8     41.9 0.154      32.8 0.87    12.00     0.113    1.620 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.74
 
 
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
    455.0      7.57     67.25    0.98       66.76    24.00      0.300      1.775      0.000      3.520 
Transfer:      2.33
    441.6      7.54     67.25    4.34       65.08    24.00      0.300      1.763      0.000      1.760 
Critical:      5.39
    423.9      7.28     67.25    5.04       64.73    24.00      0.300      1.675      0.000      1.760 
0.1L    :     12.47
    383.0      6.65     67.25    6.58       63.96    24.00      0.300      1.468      0.000      0.620 
0.2L    :     25.60
    310.7      5.85     62.34    6.59       59.04    24.00      0.300      1.199      0.000      0.496 
0.3L    :     38.73
    240.1      4.34     64.70    6.60       61.40    24.00      0.300      0.698      0.000      0.413 
0.4L    :     51.87
    170.5      2.97     67.07    6.61       63.76    24.00      0.300      0.240      0.000      0.413 
0.5L    :     65.00
    103.2      1.80     67.07    6.61       63.76    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    170.5      2.97     67.07    6.61       63.76    24.00      0.300      0.240      0.000      0.413 
0.7L    :     91.27
    240.1      4.34     64.70    6.60       61.40    24.00      0.300      0.698      0.000      0.413 
0.8L    :    104.40
    310.7      5.85     62.34    6.59       59.04    24.00      0.300      1.199      0.000      0.496 
0.9L    :    117.53
    383.0      6.65     67.25    6.58       63.96    24.00      0.300      1.468      0.000      0.620 
Critical:    124.61
    423.9      7.28     67.25    5.04       64.73    24.00      0.300      1.675      0.000      1.760 
Transfer:    127.67
    441.6      7.54     67.25    4.34       65.08    24.00      0.300      1.763      0.000      1.760 
Bearing :    130.00
    455.0      7.57     67.25    0.98       66.76    24.00      0.300      1.775      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
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          :       1.140            2.012            2.347
 
At 0.2 x L = 25.60 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
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          :       1.982            3.491            4.056
 
At 0.3 x L = 38.73 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.552            4.491            5.203
 
At 0.4 x L = 51.87 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.864            5.036            5.824
 
At 0.5 x L = 65.00 ft
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.986            5.249            6.067
 
At 0.6 x L = 78.13 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.864            5.036            5.824
 
At 0.7 x L = 91.27 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.552            4.491            5.203
 
At 0.8 x L = 104.40 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
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          :       1.982            3.491            4.056
 
At 0.9 x L = 117.53 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
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          :       1.140            2.012            2.347
 

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
   816.2    58.2  6.219  263.4    5.1   4.34   7641.6  0.038T 1.00       -       -     -     -  
H/2     :   2.97
  1032.4    58.3  6.458  263.1    5.3   4.50   7932.7  0.036T 1.00       -       -     -     -  
0.1L    :  12.47
  4004.7    60.0  9.548  260.2    7.7   6.58  11737.4  0.024T 1.00   8910.4  5326.3    1.32    -  
0.2L    :  25.60
  7283.1    62.3  9.548  260.6    7.8   6.59  12242.6  0.024T 1.00   8928.8  8928.8    1.37    -  
0.3L    :  38.73
  9597.1    64.7  9.548  260.9    7.8   6.60  12748.1  0.024T 1.00   9102.4  9102.4    1.40    -  
0.4L    :  51.87
 10980.9    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9426.4  9426.4    1.41    -  
0.5L    :  65.00
 11412.7    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9357.4  9357.4    1.42    -  
0.6L    :  78.13
 10980.9    67.1  9.548  261.2    7.8   6.61  13253.7  0.024T 1.00   9426.4  9426.4    1.41    -  
0.7L    :  91.27
  9597.1    64.7  9.548  260.9    7.8   6.60  12748.1  0.024T 1.00   9102.4  9102.4    1.40    -  
0.8L    : 104.40
  7283.1    62.3  9.548  260.6    7.8   6.59  12242.6  0.024T 1.00   8928.8  8928.8    1.37    -  
0.9L    : 117.53
  4004.7    60.0  9.548  260.2    7.7   6.58  11737.4  0.024T 1.00   8910.4  5326.3    1.32    -  
H/2     : 127.03
  1032.4    58.3  6.458  263.1    5.3   4.50   7932.7  0.036T 1.00       -       -     -     -  
Transfer: 127.67
   816.2    58.2  6.219  263.4    5.1   4.34   7641.6  0.038T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.079
        M   2.00 Fb     0.117
 
  2   2 E  60.00 Ft     0.379
        M   8.00 Fb     0.057
 
  3   2 E  58.00 Ft     0.666
        M   6.00 Fb     0.008
 
  4   2 E  56.00 Ft     0.938
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.197
        M   2.00 Fb    -0.057
 
  6   2 E   6.00 Ft     1.146
        M   6.00 Fb     0.163
 
  7   2 E   6.00 Ft     1.095
        M   6.00 Fb     0.383
 
  8   2 E   6.00 Ft     1.044
        M   6.00 Fb     0.604
 
  9   2 E   6.00 Ft     0.992
        M   6.00 Fb     0.824
 
 10   2 E   6.00 Ft     0.941
        M   6.00 Fb     1.044
 
 11   2 E   6.00 Ft     0.890
        M   6.00 Fb     1.264
 
 12   2 E   4.00 Ft     0.825
        M   4.00 Fb     1.495
 
 13   2 E   4.00 Ft     0.760
        M   4.00 Fb     1.726
 
 14   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.957
 
 15   2 E   4.00 Ft     0.630
        M   4.00 Fb     2.188
 
 16   2 E   4.00 Ft     0.565
        M   4.00 Fb     2.419
 
 17   2 E   4.00 Ft     0.500
        M   4.00 Fb     2.650
 
 18   2 E   2.00 Ft     0.421
        M   2.00 Fb     2.892
 
 19   2 E   2.00 Ft     0.343
        M   2.00 Fb     3.134
 
 20   2 E   2.00 Ft     0.264
        M   2.00 Fb     3.376
 
 21   2 E   2.00 Ft     0.185
        M   2.00 Fb     3.618
 
 22   2 E   2.00 Ft     0.106
        M   2.00 Fb     3.860
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.61 %               Final losses: 13.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.860     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.106       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13253.68    11412.72     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.915     Midspan    1.800   0.228     Midspan
    Pre.Top:   4.500   3.464     Midspan    3.375   2.891     Midspan
    Pre.Bot:   4.500   3.093    Transfer    3.375   3.206    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.002     Bearing
    Pre.Bot:  -0.520  -0.415     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.788     Midspan
    Pre.Bot:                                                             3.000   1.530    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.986            5.249            6.067
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  130.00
     DC  Line       0.076      0.00       0.076  130.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
      0.25    85.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 131.330 ft
Release length = 131.330 ft
Design  length = 130.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.701   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.912   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.004   (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                  =        807.4 in2           1435.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           950567 in4#
Ht. of c.g.           =        28.75 in             45.61 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8127

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    12.47    25.60    38.73    51.87    65.00
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    817.3    852.2    852.2    852.2    852.2    852.2    852.2    852.2
  Yb      ,  in    28.56    27.93    27.92    27.83    27.71    27.58    27.46    27.46
  MI(Ixx) , in4   425066   433189   433341   435753   439497   443714   448406   448406
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1444.7   1477.6   1477.6   1477.6   1477.6   1477.6   1477.6   1477.6
  Yb      ,  in    45.40    44.68    44.67    44.62    44.56    44.49    44.42    44.42
  MI(Ixx) , in4   960157   993983   994288   998991  1005888  1013243  1021058  1021058

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  44 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 52.53 ft from member end )
END PATTERN (Ycg = 13.64 in):
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.18 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 in    12 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    9.55 in2      Initial Pull          =     1871.6 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.736 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.670 ft
Holddown Force        =  27.975 kips     Beam Shrtng (PL/AE)   =      0.691 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)       
---------------------------------------------------------------------------------------
      5781.374         740 4278.217     27.273 110454.234  1705.384     831.310        
 
 
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       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     22.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      22.4167     38.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      38.6670     92.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      92.6631    108.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     108.9134    119.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     119.9134    124.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     124.4134    124.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     124.9550    129.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     129.9550    130.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.2050    130.4550     No
      2      US#6[M19]       60.00        0.88       3.00     130.4550    130.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     130.7050    130.9550     No
      2      US#6[M19]       60.00        0.88       3.00     130.9550    131.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     131.2050    131.3300     No
 
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 131.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 9.5480 in2       Ycg =  4.18 in
         P_init    =     1871.6 kips  Ecc = 24.57 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.88 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.966 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.58 ksi    0.00 ksi
    due to Composite Loads                                 -2.49 ksi    0.00 ksi
    due to Live Loads                                      -6.72 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.45 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.88 ksi  ( 8.61 %)            10.06 ksi ( 5.13 %)
Total Prestress Losses                                    26.94 ksi (13.74 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    16.6    21.0    81.5   148.6   196.5   225.3   234.9
DC(Max)     V       7.2     7.0     6.9     5.8     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
Deck +    : M       0.0   120.0   151.8   589.7  1075.5  1422.6  1630.8  1700.2
Haunch (Max)V      52.3    50.4    49.9    42.3    31.7    21.1    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   238.3   301.4  1166.3  2112.5  2769.2  3161.0  3273.6
            V     131.1   127.8   126.9   113.4    95.4    77.3    52.0    34.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.1   127.8   126.9   113.5    96.8    80.9    65.9    51.6
            M      -0.0   235.1   297.0  1127.2  1973.6  2495.9  2720.3  2673.2
Total     : M+      0.0   569.2   720.0  2793.3  5080.8  6696.4  7663.2  7966.9
            V     275.4   266.9   264.6   230.1   182.9   135.8    81.1    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   275.4   266.9   264.6   230.2   184.4   139.4    95.0    51.6
            M      -0.0   566.0   715.7  2754.3  4941.8  6423.1  7222.5  7366.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     225.3   196.5   148.6    81.5    21.0    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.9     7.0     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1630.8  1422.6  1075.5   589.7   151.8   120.0     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    49.9    50.4    52.3
Diaphragm : M      11.3     9.7     6.4     3.1     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   3161.0  2769.2  2112.5  1166.3   301.4   238.3     0.0
            V      52.0    77.3    95.4   113.4   126.9   127.8   131.1
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    65.9    80.9    96.8   113.5   126.9   127.8   131.1
            M    2720.3  2495.9  1973.6  1127.2   297.0   235.1    -0.0
Total     : M+   7663.2  6696.4  5080.8  2793.3   720.0   569.2     0.0
            V      81.1   135.8   182.9   230.1   264.6   266.9   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    95.0   139.4   184.4   230.2   264.6   266.9   275.4
            M    7222.5  6423.1  4941.8  2754.3   715.7   566.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               54.7             54.7
Deck+Haunch            52.3             52.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           96.2             96.2
DL-Comp.(DW)           53.1             53.1
Live                  108.4            108.4
        Truck          66.8             66.8
        Lane           41.6             41.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
DL-Prec.  : M       0.0    16.6    21.0    81.5   148.6   196.5   225.3   234.9
DC(Max)     V       7.2     7.0     6.9     5.8     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
Deck +    : M       0.0   120.0   151.8   589.7  1075.5  1422.6  1630.8  1700.2
Haunch (Max)V      52.3    50.4    49.9    42.3    31.7    21.1    10.6     0.0
Diaphragm : M       0.0     0.6     0.7     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     0.0
DL-Comp   : M       0.0    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
LL + I    : M+      0.0   190.6   241.1   933.0  1690.0  2215.4  2528.8  2618.9
            V     104.9   102.2   101.5    90.7    76.3    61.8    41.6    27.2
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   104.9   102.2   101.5    90.8    77.4    64.7    52.7    41.3
            M      -0.0   188.1   237.6   901.8  1578.9  1996.7  2176.3  2138.6
Total     : M+      0.0   521.6   659.8  2560.0  4658.3  6142.6  7031.0  7312.2
            V     249.2   241.4   239.2   207.4   163.9   120.3    70.7    27.2
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   249.2   241.4   239.2   207.5   165.0   123.2    81.8    41.3
            M      -0.0   519.0   656.3  2528.8  4547.1  5923.9  6678.5  6831.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
DL-Prec.  : M     225.3   196.5   148.6    81.5    21.0    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.9     7.0     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1630.8  1422.6  1075.5   589.7   151.8   120.0     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    49.9    50.4    52.3
Diaphragm : M      11.3     9.7     6.4     3.1     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
DL-Comp   : M     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
LL + I    : M+   2528.8  2215.4  1690.0   933.0   241.1   190.6     0.0
            V      41.6    61.8    76.3    90.7   101.5   102.2   104.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.7    64.7    77.4    90.8   101.5   102.2   104.9
            M    2176.3  1996.7  1578.9   901.8   237.6   188.1    -0.0
Total     : M+   7031.0  6142.6  4658.3  2560.0   659.8   521.6     0.0
            V      70.7   120.3   163.9   207.4   239.2   241.4   249.2
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    81.8   123.2   165.0   207.5   239.2   241.4   249.2
            M    6678.5  5923.9  4547.1  2528.8   656.3   519.0    -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    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   156.7   198.2   770.3  1404.9  1858.2  2130.2  2220.9
(Max)       V      68.3    65.9    65.2    55.2    41.4    27.6    13.8     0.0
Self wt.  : M       0.0   112.8   142.7   554.6  1011.5  1337.9  1533.8  1599.0
(Min)       V      49.2    47.4    47.0    39.8    29.8    19.9     9.9     0.0
DL-Prec.  : M       0.0    20.7    26.2   101.8   185.7   245.6   281.6   293.6
DC(Max)     V       9.0     8.7     8.6     7.3     5.5     3.7     1.8     0.0
DL-Prec.  : M       0.0    14.9    18.9    73.3   133.7   176.9   202.7   211.4
DC(Min)     V       6.5     6.3     6.2     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   149.9   189.7   737.1  1344.4  1778.2  2038.5  2125.2
Haunch (Max)V      65.4    63.0    62.4    52.8    39.6    26.4    13.2     0.0
Deck +    : M       0.0   108.0   136.6   530.7   968.0  1280.3  1467.7  1530.2
Haunch (Min)V      47.1    45.4    44.9    38.1    28.5    19.0     9.5     0.0
Diaphragm : M       0.0     0.7     0.9     3.9     8.0    12.1    14.1    14.1
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.7     2.8     5.8     8.7    10.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    55.1    69.8   271.1   494.5   654.0   749.7   781.6
DC(Max)     V      24.1    23.2    23.0    19.4    14.6     9.7     4.9     0.0
DL-Comp   : M       0.0    39.7    50.2   195.2   356.0   470.9   539.8   562.8
DC(Min)     V      17.3    16.7    16.5    14.0    10.5     7.0     3.5     0.0
DL-Comp   : M       0.0    36.5    46.2   179.5   327.4   433.1   496.4   517.6
DW(Max)     V      15.9    15.4    15.2    12.9     9.7     6.4     3.2     0.0
DL-Comp   : M       0.0    15.8    20.0    77.8   141.9   187.7   215.1   224.3
DW(Min)     V       6.9     6.7     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   417.0   527.4  2041.0  3696.9  4846.2  5531.8  5728.8
            V     229.4   223.6   222.0   198.5   166.9   135.3    91.0    59.4
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   229.4   223.6   222.1   198.6   169.4   141.6   115.2    90.4
            M      -0.0   411.4   519.8  1972.6  3453.8  4367.8  4760.6  4678.1
Total     : M+      0.0   836.7  1058.4  4104.7  7461.8  9827.4 11242.2 11681.8
            V     412.4   400.1   396.7   346.5   278.0   209.4   127.9    59.4
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   412.4   400.1   396.8   346.6   280.5   215.7   152.2    90.4
            M      -0.0   831.2  1050.8  4036.3  7218.7  9349.0 10471.1 10631.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    2130.2  1858.2  1404.9   770.3   198.2   156.7     0.0
(Max)       V      13.8    27.6    41.4    55.2    65.2    65.9    68.3
Self wt.  : M    1533.8  1337.9  1011.5   554.6   142.7   112.8     0.0
(Min)       V       9.9    19.9    29.8    39.8    47.0    47.4    49.2
DL-Prec.  : M     281.6   245.6   185.7   101.8    26.2    20.7     0.0
DC(Max)     V       1.8     3.7     5.5     7.3     8.6     8.7     9.0
DL-Prec.  : M     202.7   176.9   133.7    73.3    18.9    14.9     0.0
DC(Min)     V       1.3     2.6     3.9     5.3     6.2     6.3     6.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    2038.5  1778.2  1344.4   737.1   189.7   149.9     0.0
Haunch (Max)V      13.2    26.4    39.6    52.8    62.4    63.0    65.4
Deck +    : M    1467.7  1280.3   968.0   530.7   136.6   108.0     0.0
Haunch (Min)V       9.5    19.0    28.5    38.1    44.9    45.4    47.1
Diaphragm : M      14.1    12.1     8.0     3.9     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M      10.1     8.7     5.8     2.8     0.7     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     749.7   654.0   494.5   271.1    69.8    55.1     0.0
DC(Max)     V       4.9     9.7    14.6    19.4    23.0    23.2    24.1
DL-Comp   : M     539.8   470.9   356.0   195.2    50.2    39.7     0.0
DC(Min)     V       3.5     7.0    10.5    14.0    16.5    16.7    17.3
DL-Comp   : M     496.4   433.1   327.4   179.5    46.2    36.5     0.0
DW(Max)     V       3.2     6.4     9.7    12.9    15.2    15.4    15.9
DL-Comp   : M     215.1   187.7   141.9    77.8    20.0    15.8     0.0
DW(Min)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
LL + I    : M+   5531.8  4846.1  3696.9  2041.0   527.4   417.0     0.0
            V      91.0   135.3   166.9   198.5   222.0   223.6   229.4
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   115.2   141.6   169.4   198.6   222.1   223.6   229.4
            M    4760.6  4367.8  3453.8  1972.6   519.8   411.4    -0.0
Total     : M+  11242.2  9827.4  7461.8  4104.7  1058.4   836.7     0.0
            V     127.9   209.4   278.0   346.5   396.7   400.1   412.4
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   152.2   215.7   280.5   346.6   396.8   400.1   412.4
            M   10471.1  9349.0  7218.7  4036.3  1050.8   831.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               68.3             68.3
Deck+Haunch            65.4             65.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            9.0              9.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          120.3            120.3
DL-Comp.(DW)           79.6             79.6
Live                  189.8            189.8
        Truck         117.0            117.0
        Lane           72.8             72.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   12.47   25.60   38.73   51.87   65.00
Self wt.  : M       0.0   125.4   158.6   616.2  1123.9  1486.6  1704.2  1776.7
(Max)       V      54.7    52.7    52.2    44.2    33.1    22.1    11.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.6    21.0    81.5   148.6   196.5   225.3   234.9
DC(Max)     V       7.2     7.0     6.9     5.8     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
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   120.0   151.8   589.7  1075.5  1422.6  1630.8  1700.2
Haunch (Max)V      52.3    50.4    49.9    42.3    31.7    21.1    10.6     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     0.7     3.1     6.4     9.7    11.3    11.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    44.1    55.8   216.9   395.6   523.2   599.8   625.3
DC(Max)     V      19.2    18.5    18.4    15.5    11.7     7.8     3.9     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    24.3    30.8   119.7   218.3   288.7   331.0   345.0
DW(Max)     V      10.6    10.2    10.1     8.6     6.4     4.3     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   226.6   286.4  1098.2  1958.3  2559.5  2884.3  2904.6
            V     125.1   122.4   121.7   110.6    96.0    72.5    58.0    43.4
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   125.1   122.4   121.7   110.6    96.0    81.5    66.9    52.4
            M       0.0   226.6   286.4  1098.2  1958.3  2513.8  2764.8  2711.4
Total     : M+      0.0   557.5   705.1  2725.3  4926.5  6486.7  7386.5  7597.9
            V     269.5   261.6   259.4   227.3   183.6   131.0    87.1    43.4
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   269.5   261.6   259.4   227.3   183.6   139.9    96.0    52.4
            M       0.0   557.5   705.1  2725.3  4926.5  6441.0  7267.0  7404.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    78.13   91.27  104.40  117.53  127.03  127.66  130.00
Self wt.  : M    1704.2  1486.6  1123.9   616.2   158.6   125.4     0.0
(Max)       V      11.0    22.1    33.1    44.2    52.2    52.7    54.7
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     225.3   196.5   148.6    81.5    21.0    16.6     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.9     7.0     7.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1630.8  1422.6  1075.5   589.7   151.8   120.0     0.0
Haunch (Max)V      10.6    21.1    31.7    42.3    49.9    50.4    52.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      11.3     9.7     6.4     3.1     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     599.8   523.2   395.6   216.9    55.8    44.1     0.0
DC(Max)     V       3.9     7.8    11.7    15.5    18.4    18.5    19.2
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     331.0   288.7   218.3   119.7    30.8    24.3     0.0
DW(Max)     V       2.1     4.3     6.4     8.6    10.1    10.2    10.6
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+   2884.3  2559.5  1958.3  1098.2   286.4   226.6     0.0
            V      58.0    72.5    96.0   110.6   121.7   122.4   125.1
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    66.9    81.5    96.0   110.6   121.7   122.4   125.1
            M    2764.8  2513.8  1958.3  1098.2   286.4   226.6     0.0
Total     : M+   7386.5  6486.7  4926.5  2725.3   705.1   557.5     0.0
            V      87.1   131.0   183.6   227.3   259.4   261.6   269.5
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    96.0   139.9   183.6   227.3   259.4   261.6   269.5
            M    7267.0  6441.0  4926.5  2725.3   705.1   557.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.079   0.143   0.188   0.214   0.223
Bottom        -0.000  -0.013  -0.016  -0.062  -0.112  -0.147  -0.166  -0.173
 
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   0.003   0.006   0.009   0.011   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.008  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.571   1.036   1.363   1.551   1.617
Bottom        -0.000  -0.093  -0.117  -0.452  -0.814  -1.061  -1.198  -1.249
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.056   0.102   0.135   0.154   0.160
Precast-top   -0.000   0.010   0.012   0.048   0.087   0.115   0.131   0.137
Bottom        -0.000  -0.024  -0.030  -0.116  -0.210  -0.276  -0.313  -0.326
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.031   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.005   0.007   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.013  -0.017  -0.064  -0.116  -0.152  -0.173  -0.180
 
LL+I(+)
Topping-top   -0.000   0.062   0.079   0.303   0.547   0.713   0.810   0.839
Precast-top   -0.000   0.053   0.067   0.257   0.465   0.607   0.690   0.715
Bottom        -0.000  -0.129  -0.162  -0.625  -1.123  -1.459  -1.650  -1.709
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.101   0.391   0.706   0.922   1.048   1.087 
Precast-top    0.002   0.278   0.350   1.317   2.323   2.947   3.199   3.377 
Bottom         0.805   3.092   3.005   1.830   0.602  -0.179  -0.538  -0.729 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.023   0.087   0.159   0.209   0.238   0.249 
Precast-top    0.002   0.226   0.283   1.059   1.858   2.340   2.509   2.662 
Bottom         0.805   3.220   3.167   2.455   1.725   1.280   1.112   0.980 
 

 
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   13.13   26.27   39.40   52.53   65.67
 
Beam-Self
Precast-top    0.157   0.632   1.118   1.459   1.656   1.725 
Bottom        -0.125  -0.500  -0.878  -1.136  -1.279  -1.332 
 
Prestress
Precast-top   -0.051  -0.305  -0.629  -0.947  -1.257  -1.257 
Bottom         3.986   4.176   4.414   4.644   4.864   4.864 
 
Total
Precast-top    0.106   0.327   0.489   0.512   0.399   0.468 
Bottom         3.860   3.675   3.536   3.508   3.585   3.532 
 
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 = 13.19 %)
             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    2.97   12.47   25.60   38.73   51.87   65.00
 
Prestress
Precast-top    0.002  -0.044  -0.058  -0.265  -0.546  -0.822  -1.091  -1.091
Bottom         0.805   3.460   3.470   3.625   3.832   4.031   4.222   4.222
 
Self wt.
Precast-top   -0.000   0.122   0.154   0.597   1.083   1.424   1.621   1.690
Bottom        -0.000  -0.097  -0.123  -0.472  -0.850  -1.109  -1.252  -1.306
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.079   0.143   0.188   0.214   0.223
Bottom        -0.000  -0.013  -0.016  -0.062  -0.112  -0.147  -0.166  -0.173
 
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   0.003   0.006   0.009   0.011   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.008  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.117   0.147   0.571   1.036   1.363   1.551   1.617
Bottom        -0.000  -0.093  -0.117  -0.452  -0.814  -1.061  -1.198  -1.249
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.015   0.056   0.102   0.135   0.154   0.160
Precast-top   -0.000   0.010   0.012   0.048   0.087   0.115   0.131   0.137
Bottom        -0.000  -0.024  -0.030  -0.116  -0.210  -0.276  -0.313  -0.326
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.031   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.005   0.007   0.026   0.048   0.063   0.072   0.075
Bottom        -0.000  -0.013  -0.017  -0.064  -0.116  -0.152  -0.173  -0.180
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.242   0.437   0.571   0.648   0.671
Precast-top   -0.000   0.042   0.053   0.206   0.372   0.486   0.552   0.572
Bottom        -0.000  -0.103  -0.130  -0.500  -0.898  -1.167  -1.320  -1.367
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.085   0.330   0.596   0.780   0.886   0.920 
Precast-top    0.002   0.268   0.337   1.265   2.230   2.826   3.061   3.234 
Bottom         0.805   3.117   3.037   1.955   0.826   0.112  -0.208  -0.387 
 

 
 
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    2.97   12.47   25.60   38.73   51.87   65.00
F_LL+I(+)
Topping-top   -0.000   0.059   0.075   0.285   0.507   0.659   0.739   0.744
Precast-top   -0.000   0.050   0.063   0.242   0.431   0.561   0.630   0.634
Bottom        -0.000  -0.122  -0.154  -0.589  -1.041  -1.349  -1.506  -1.516
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.068   0.086   0.329   0.586   0.764   0.858   0.869 
Precast-top    0.001   0.163   0.205   0.772   1.360   1.731   1.884   1.965 
Bottom         0.402   1.488   1.429   0.639  -0.179  -0.709  -0.950  -1.026 
 

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
    412.4    6.5   67.2    1.133   5.4   6.00e-3 50.0    420.1     1.501    3.520      0.00
      0.0    1.1   66.7     41.9 0.139      32.7 0.87    12.00     0.113    1.785 
Transfer:   3.00
    400.1    6.5   67.2    5.112  24.3  -0.05e-3 28.8    237.8     0.404    1.760      0.00
    831.2    4.9   64.8    189.0 0.133     182.5 5.01    12.00     0.113    1.831 
Critical:   6.03
    384.0    6.5   67.2    6.056  24.3  -0.11e-3 28.6    213.1     0.361    1.760      0.00
   1811.9    5.7   64.4    189.0 0.128     189.2 5.22    12.00     0.113    1.896 
0.1L    :  13.13
    346.6    6.5   67.2    7.812  24.3  -0.10e-3 28.7    175.7     0.302    0.620      0.00
   4036.3    7.5   63.5    189.0 0.117     185.2 5.18    24.00     0.113    1.479 
0.2L    :  26.27
    280.5    6.5   62.3    9.548  24.3  -0.02e-3 28.9    126.9     0.240    0.496      0.00
   7218.7    7.5   58.6    189.0 0.101     160.4 4.86    24.00     0.113    1.436 
0.3L    :  39.40
    215.7    6.5   64.7    9.548  24.3   0.83e-3 31.9    114.1     0.233    0.413      0.00
   9349.0    7.5   61.0    189.0 0.072     101.3 2.95    24.00     0.113    1.368 
0.4L    :  52.53
    152.2    6.5   67.1    9.548   0.0   1.22e-3 33.3     79.7     0.165    0.413      0.00
  10471.1    7.5   63.3    189.0 0.055      89.3 2.51    24.00     0.113    1.708 
0.5L    :  65.67
     90.4    6.5   67.1    9.548   0.0   1.10e-3 32.9      6.8     0.113    0.413      0.00
  10631.0    7.5   63.3    189.0 0.033      93.6 2.63    24.00     0.113    2.949 
0.6L    :  78.80
    152.2    6.5   67.1    9.548   0.0   1.22e-3 33.3     79.7     0.165    0.413      0.00
  10471.1    7.5   63.3    189.0 0.055      89.3 2.51    24.00     0.113    1.708 
0.7L    :  91.93
    215.7    6.5   64.7    9.548  24.3   0.83e-3 31.9    114.1     0.233    0.413      0.00
   9349.0    7.5   61.0    189.0 0.072     101.3 2.95    24.00     0.113    1.368 
0.8L    : 105.06
    280.5    6.5   62.3    9.548  24.3  -0.02e-3 28.9    126.9     0.240    0.496      0.00
   7218.7    7.5   58.6    189.0 0.101     160.4 4.86    24.00     0.113    1.436 
0.9L    : 118.20
    346.6    6.5   67.2    7.812  24.3  -0.10e-3 28.7    175.7     0.302    0.620      0.00
   4036.3    7.5   63.5    189.0 0.117     185.2 5.18    24.00     0.113    1.479 
Critical: 125.30
    384.0    6.5   67.2    6.056  24.3  -0.11e-3 28.6    213.1     0.361    1.760      0.00
   1811.9    5.7   64.4    189.0 0.128     189.2 5.22    12.00     0.113    1.896 
Transfer: 128.33
    400.1    6.5   67.2    5.112  24.3  -0.05e-3 28.8    237.8     0.404    1.760      0.00
    831.2    4.9   64.8    189.0 0.133     182.5 5.01    12.00     0.113    1.831 
Bearing : 130.67
    412.4    6.5   67.2    1.133   5.4   6.00e-3 50.0    420.1     1.501    3.520      0.00
      0.0    1.1   66.7     41.9 0.139      32.7 0.87    12.00     0.113    1.785 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1871.60
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.74
 
 
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
    412.4      6.87     67.25    1.12       66.69    24.00      0.300      1.541      0.000      3.520 
Transfer:      2.33
    400.1      6.86     67.25    4.95       64.78    24.00      0.300      1.538      0.000      1.760 
Critical:      5.37
    384.1      6.63     67.25    5.72       64.39    24.00      0.300      1.460      0.000      1.760 
0.1L    :     12.47
    346.6      6.06     67.25    7.46       63.52    24.00      0.300      1.271      0.000      0.620 
0.2L    :     25.60
    280.5      5.32     62.34    7.47       58.61    24.00      0.300      1.022      0.000      0.496 
0.3L    :     38.73
    215.7      3.93     64.70    7.48       60.96    24.00      0.300      0.561      0.000      0.413 
0.4L    :     51.87
    152.2      2.67     67.07    7.49       63.32    24.00      0.300      0.140      0.000      0.413 
0.5L    :     65.00
     90.4      1.59     67.07    7.49       63.32    24.00      0.300      0.000      0.000      0.413 
0.6L    :     78.13
    152.2      2.67     67.07    7.49       63.32    24.00      0.300      0.140      0.000      0.413 
0.7L    :     91.27
    215.7      3.93     64.70    7.48       60.96    24.00      0.300      0.561      0.000      0.413 
0.8L    :    104.40
    280.5      5.32     62.34    7.47       58.61    24.00      0.300      1.022      0.000      0.496 
0.9L    :    117.53
    346.6      6.06     67.25    7.46       63.52    24.00      0.300      1.271      0.000      0.620 
Critical:    124.63
    384.1      6.63     67.25    5.72       64.39    24.00      0.300      1.460      0.000      1.760 
Transfer:    127.67
    400.1      6.86     67.25    4.95       64.78    24.00      0.300      1.538      0.000      1.760 
Bearing :    130.00
    412.4      6.87     67.25    1.12       66.69    24.00      0.300      1.541      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 12.47 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
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          :       1.140            2.012            2.347
 
At 0.2 x L = 25.60 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
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          :       1.982            3.491            4.056
 
At 0.3 x L = 38.73 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.552            4.491            5.203
 
At 0.4 x L = 51.87 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.864            5.036            5.824
 
At 0.5 x L = 65.00 ft
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.986            5.249            6.067
 
At 0.6 x L = 78.13 ft
Prestress      :       5.252  1.80      9.453  2.20     11.554
Self Wt.       :      -2.387  1.85     -4.417  2.40     -5.730
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.864            5.036            5.824
 
At 0.7 x L = 91.27 ft
Prestress      :       4.612  1.80      8.302  2.20     10.147
Self Wt.       :      -2.060  1.85     -3.811  2.40     -4.944
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       2.552            4.491            5.203
 
At 0.8 x L = 104.40 ft
Prestress      :       3.501  1.80      6.302  2.20      7.702
Self Wt.       :      -1.519  1.85     -2.810  2.40     -3.646
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          :       1.982            3.491            4.056
 
At 0.9 x L = 117.53 ft
Prestress      :       1.950  1.80      3.510  2.20      4.291
Self Wt.       :      -0.810  1.85     -1.498  2.40     -1.944
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          :       1.140            2.012            2.347
 

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
   836.7    58.2  6.247  262.4    5.8   4.95   7607.6  0.033T 1.00       -       -     -     -  
H/2     :   2.97
  1058.4    58.3  6.487  262.2    6.0   5.13   7894.2  0.031T 1.00       -       -     -     -  
0.1L    :  12.47
  4104.7    60.0  9.548  258.9    8.8   7.46  11588.8  0.021T 1.00   8845.8  5459.2    1.31    -  
0.2L    :  25.60
  7461.8    62.3  9.548  259.3    8.8   7.47  12093.4  0.021T 1.00   8912.0  8912.0    1.36    -  
0.3L    :  38.73
  9827.4    64.7  9.548  259.7    8.8   7.48  12598.2  0.021T 1.00   9116.9  9116.9    1.38    -  
0.4L    :  51.87
 11242.2    67.1  9.548  260.1    8.8   7.49  13103.2  0.021T 1.00   9455.5  9455.5    1.39    -  
0.5L    :  65.00
 11681.8    67.1  9.548  260.1    8.8   7.49  13103.2  0.021T 1.00   9393.8  9393.8    1.39    -  
0.6L    :  78.13
 11242.2    67.1  9.548  260.1    8.8   7.49  13103.2  0.021T 1.00   9455.5  9455.5    1.39    -  
0.7L    :  91.27
  9827.4    64.7  9.548  259.7    8.8   7.48  12598.2  0.021T 1.00   9116.9  9116.9    1.38    -  
0.8L    : 104.40
  7461.8    62.3  9.548  259.3    8.8   7.47  12093.4  0.021T 1.00   8912.0  8912.0    1.36    -  
0.9L    : 117.53
  4104.7    60.0  9.548  258.9    8.8   7.46  11588.8  0.021T 1.00   8845.8  5459.2    1.31    -  
H/2     : 127.03
  1058.4    58.3  6.487  262.2    6.0   5.13   7894.2  0.031T 1.00       -       -     -     -  
Transfer: 127.67
   836.7    58.2  6.247  262.4    5.8   4.95   7607.6  0.033T 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 1-22; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.079
        M   2.00 Fb     0.117
 
  2   2 E  60.00 Ft     0.379
        M   8.00 Fb     0.057
 
  3   2 E  58.00 Ft     0.666
        M   6.00 Fb     0.008
 
  4   2 E  56.00 Ft     0.938
        M   4.00 Fb    -0.030
 
  5   2 E  54.00 Ft     1.197
        M   2.00 Fb    -0.057
 
  6   2 E   6.00 Ft     1.146
        M   6.00 Fb     0.163
 
  7   2 E   6.00 Ft     1.095
        M   6.00 Fb     0.383
 
  8   2 E   6.00 Ft     1.044
        M   6.00 Fb     0.604
 
  9   2 E   6.00 Ft     0.992
        M   6.00 Fb     0.824
 
 10   2 E   6.00 Ft     0.941
        M   6.00 Fb     1.044
 
 11   2 E   6.00 Ft     0.890
        M   6.00 Fb     1.264
 
 12   2 E   4.00 Ft     0.825
        M   4.00 Fb     1.495
 
 13   2 E   4.00 Ft     0.760
        M   4.00 Fb     1.726
 
 14   2 E   4.00 Ft     0.695
        M   4.00 Fb     1.957
 
 15   2 E   4.00 Ft     0.630
        M   4.00 Fb     2.188
 
 16   2 E   4.00 Ft     0.565
        M   4.00 Fb     2.419
 
 17   2 E   4.00 Ft     0.500
        M   4.00 Fb     2.650
 
 18   2 E   2.00 Ft     0.421
        M   2.00 Fb     2.892
 
 19   2 E   2.00 Ft     0.343
        M   2.00 Fb     3.134
 
 20   2 E   2.00 Ft     0.264
        M   2.00 Fb     3.376
 
 21   2 E   2.00 Ft     0.185
        M   2.00 Fb     3.618
 
 22   2 E   2.00 Ft     0.106
        M   2.00 Fb     3.860
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 131.33            Release Length, ft: 131.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  44
No. of strands, Draped:   8           No. of strands, Straight:  36
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.61 %               Final losses: 13.74 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.860     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.106       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 13103.18    11681.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   1.087     Midspan    1.800   0.249     Midspan
    Pre.Top:   4.500   3.377     Midspan    3.375   2.662     Midspan
    Pre.Bot:   4.500   3.092    Transfer    3.375   3.220    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.002     Bearing
    Pre.Bot:  -0.520  -0.387     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.965     Midspan
    Pre.Bot:                                                             3.000   1.488    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  65.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       5.493  1.80      9.887  2.20     12.084
Self Wt.       :      -2.507  1.85     -4.638  2.40     -6.017
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       2.986            5.249            6.067
 
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

