 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE85 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 85 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are at 0.4*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 2.75 feet and 4.25 feet from 
                     the girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5 ksi and 6 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_4be3.tmp\BTE85-0_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 =   4982053.00
 
SPAN DATA
---------
Precast length    , ft =     86.330
Bearing-to-bearing, ft =     85.000
Release span      , ft =     86.330
 
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      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
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   85.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   85.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   85.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   85.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   85.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   85.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   42.500
   1    2        0.500   42.500
   1    3        0.500   42.500
   1    4        0.500   42.500
   1    5        0.250   42.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   85.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   85.00   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    0.068     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 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    5.00        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 8.80 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 58.000 in  
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  12 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 16.1670 23.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.6670 62.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.6631 70.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 70.1631 76.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.1631 79.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 79.1631 79.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 79.7050 85.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.2050 85.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 85.7050 86.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2050 86.3300 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 86.3300       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:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 8.80 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 58.000 in  
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  12 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 16.1670 23.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.6670 62.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.6631 70.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 70.1631 76.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.1631 79.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 79.1631 79.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 79.7050 85.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.2050 85.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 85.7050 86.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2050 86.3300 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 86.3300       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:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 8.80 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 58.000 in  
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  12 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 16.1670 23.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.6670 62.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.6631 70.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 70.1631 76.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.1631 79.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 79.1631 79.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 79.7050 85.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.2050 85.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 85.7050 86.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2050 86.3300 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 86.3300       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:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 8.80 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 58.000 in  
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  12 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 16.1670 23.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.6670 62.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.6631 70.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 70.1631 76.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.1631 79.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 79.1631 79.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 79.7050 85.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.2050 85.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 85.7050 86.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2050 86.3300 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 86.3300       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:
 20 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 34.53 ft from member end )
 
END PATTERN (Ycg = 8.80 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 58.000 in  
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
 
  2 @  2.000 in    
 
(B) Straight:
 
  12 @  2.000 in 6 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 16.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 16.1670 23.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 23.6670 62.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 62.6631 70.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 70.1631 76.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 76.1631 79.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 79.1631 79.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 79.7050 85.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 85.2050 85.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 85.7050 86.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 86.2050 86.3300 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 86.3300       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 (Manual input)
 
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   85.00
     DC  Line       0.052      0.00       0.052   85.00
     DC  Line       0.076      0.00       0.076   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.781   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.893   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.984   (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           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    812.4    830.0    830.0    830.0    830.0    830.0    830.0    830.0
  Yb      ,  in    28.63    28.19    28.19    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424793   431970   432062   432809   434166   435609   437138   437138
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1487.9   1504.3   1504.3   1504.3   1504.3   1504.3   1504.3   1504.3
  Yb      ,  in    46.19    45.78    45.78    45.76    45.75    45.73    45.71    45.71
  MI(Ixx) , in4   979208  1002559  1002721  1004015  1006314  1008694  1011155  1011155

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 8.80 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 58.000 in
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    12 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.914 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.892 ft
Holddown Force        =  11.393 kips     Beam Shrtng (PL/AE)   =      0.231 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)       
--------------------------------------------------------------------------------------
      1727.856         740 1278.613     17.928 72607.289  1185.649     546.463        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      16.1670     23.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.6670     62.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.6631     70.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      70.1631     76.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.1631     79.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      79.1631     79.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      79.7050     85.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.2050     85.7050     No
      2      US#6[M19]       60.00        0.88       6.00      85.7050     86.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2050     86.3300     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.20 in
         P_init    =      850.7 kips  Ecc = 25.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.596 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.51 ksi    0.00 ksi
    due to Composite Loads                                 -1.22 ksi    0.00 ksi
    due to Live Loads                                      -4.23 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            12.22 ksi ( 6.24 %)
Total Prestress Losses                                    22.13 ksi (11.29 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    15.7    19.9    50.1    92.6   123.0   141.3   147.4
DC(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    98.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    31.8    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.4     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.4   255.2   639.5  1168.5  1527.1  1739.6  1792.5
            V     110.6   106.4   105.3    96.2    81.3    66.5    46.3    31.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.6   106.4   105.3    96.2    82.2    68.7    55.8    43.5
            M      -0.0   207.9   261.4   639.5  1109.0  1410.1  1537.2  1501.7
Total     : M+      0.0   421.7   531.8  1336.7  2458.5  3240.7  3707.9  3846.4
            V     207.2   197.7   195.1   174.7   140.2   105.8    66.0    31.6
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   207.2   197.7   195.1   174.7   141.0   108.0    75.5    43.6
            M      -0.0   427.1   538.0  1336.7  2399.0  3123.7  3505.5  3555.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M     141.3   123.0    92.6    50.1    19.9    15.7     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
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     696.9   606.9   456.9   247.0    98.0    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    31.8    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1739.6  1527.1  1168.5   639.5   255.2   202.4     0.0
            V      46.3    66.5    81.3    96.2   105.3   106.4   110.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.8    68.7    82.2    96.2   105.3   106.4   110.6
            M    1537.2  1410.1  1109.0   639.5   261.4   207.9    -0.0
Total     : M+   3707.9  3240.7  2458.5  1336.7   531.8   421.7     0.0
            V      66.0   105.8   140.2   174.7   195.1   197.7   207.2
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    75.5   108.0   141.0   174.7   195.1   197.7   207.2
            M    3505.5  3123.7  2399.0  1336.7   538.0   427.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.7             35.7
Deck+Haunch            34.2             34.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    15.7    19.9    50.1    92.6   123.0   141.3   147.4
DC(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    98.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    31.8    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.4     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   162.0   204.2   511.6   934.8  1221.7  1391.7  1434.0
            V      88.5    85.1    84.2    77.0    65.1    53.2    37.1    25.2
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    88.5    85.1    84.2    77.0    65.7    55.0    44.7    34.8
            M      -0.0   166.3   209.1   511.6   887.2  1128.0  1229.8  1201.4
Total     : M+      0.0   381.2   480.8  1208.8  2224.7  2935.3  3360.0  3487.9
            V     185.0   176.4   174.0   155.4   124.0    92.5    56.8    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.0   176.4   174.0   155.4   124.6    94.3    64.4    34.9
            M      -0.0   385.5   485.7  1208.8  2177.1  2841.7  3198.1  3255.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M     141.3   123.0    92.6    50.1    19.9    15.7     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
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     696.9   606.9   456.9   247.0    98.0    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    31.8    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1391.7  1221.7   934.8   511.6   204.2   162.0     0.0
            V      37.1    53.2    65.1    77.0    84.2    85.1    88.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    44.7    55.0    65.7    77.0    84.2    85.1    88.5
            M    1229.8  1128.0   887.2   511.6   209.1   166.3    -0.0
Total     : M+   3360.0  2935.3  2224.7  1208.8   480.8   381.2     0.0
            V      56.8    92.5   124.0   155.4   174.0   176.4   185.0
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    64.4    94.3   124.6   155.4   174.0   176.4   185.0
            M    3198.1  2841.7  2177.1  1208.8   485.7   385.5    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0   101.5   128.0   322.6   596.9   792.8   910.3   949.5
(Max)       V      44.7    42.2    41.6    36.3    27.2    18.2     9.1     0.0
Self wt.  : M       0.0    73.1    92.2   232.3   429.7   570.8   655.4   683.6
(Min)       V      32.2    30.4    29.9    26.1    19.6    13.1     6.5     0.0
DL-Prec.  : M       0.0    19.7    24.8    62.6   115.8   153.8   176.6   184.2
DC(Max)     V       8.7     8.2     8.1     7.0     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.2    17.9    45.1    83.4   110.7   127.2   132.6
DC(Min)     V       6.2     5.9     5.8     5.1     3.8     2.5     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    97.1   122.5   308.7   571.2   758.6   871.1   908.6
Haunch (Max)V      42.8    40.4    39.8    34.7    26.1    17.4     8.7     0.0
Deck +    : M       0.0    69.9    88.2   222.3   411.2   546.2   627.2   654.2
Haunch (Min)V      30.8    29.1    28.6    25.0    18.8    12.5     6.3     0.0
Diaphragm : M       0.0     0.4     0.5     1.2     2.6     3.9     5.3     6.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.9     1.9     2.8     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.7    45.1   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.6    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    32.4    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.5     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    29.8    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.7     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    12.9    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   354.3   446.7  1119.1  2044.9  2672.4  3044.3  3136.9
            V     193.6   186.2   184.2   168.4   142.4   116.4    81.1    55.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   193.6   186.2   184.2   168.4   143.8   120.3    97.7    76.1
            M      -0.0   363.8   457.5  1119.1  1940.8  2467.6  2690.1  2628.0
Total     : M+      0.0   632.2   797.4  2003.1  3680.5  4845.3  5540.1  5741.2
            V     316.0   301.9   298.1   267.8   217.0   166.2   106.1    55.2
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   316.0   301.9   298.1   267.8   218.4   170.1   122.7    76.2
            M      -0.0   641.8   808.2  2003.1  3576.4  4640.5  5185.8  5232.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     910.3   792.8   596.9   322.6   128.0   101.5     0.0
(Max)       V       9.1    18.2    27.2    36.3    41.6    42.2    44.7
Self wt.  : M     655.4   570.8   429.7   232.3    92.2    73.1     0.0
(Min)       V       6.5    13.1    19.6    26.1    29.9    30.4    32.2
DL-Prec.  : M     176.6   153.8   115.8    62.6    24.8    19.7     0.0
DC(Max)     V       1.8     3.5     5.3     7.0     8.1     8.2     8.7
DL-Prec.  : M     127.2   110.7    83.4    45.1    17.9    14.2     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     5.8     5.9     6.2
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
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     871.1   758.6   571.2   308.7   122.5    97.1     0.0
Haunch (Max)V       8.7    17.4    26.1    34.7    39.8    40.4    42.8
Deck +    : M     627.2   546.2   411.2   222.3    88.2    69.9     0.0
Haunch (Min)V       6.3    12.5    18.8    25.0    28.6    29.1    30.8
Diaphragm : M       5.3     3.9     2.6     1.2     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.4   279.0   210.1   113.6    45.1    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.6    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    32.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.5    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    29.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.7     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6    12.9    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   3044.3  2672.4  2044.9  1119.1   446.7   354.3     0.0
            V      81.1   116.4   142.4   168.4   184.2   186.2   193.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.7   120.3   143.8   168.4   184.2   186.2   193.6
            M    2690.1  2467.6  1940.8  1119.1   457.5   363.8    -0.0
Total     : M+   5540.1  4845.3  3680.5  2003.1   797.4   632.2     0.0
            V     106.1   166.2   217.0   267.8   298.1   301.9   316.0
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   122.7   170.1   218.4   267.8   298.1   301.9   316.0
            M    5185.8  4640.5  3576.4  2003.1   808.2   641.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.7             44.7
Deck+Haunch            42.8             42.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    15.7    19.9    50.1    92.6   123.0   141.3   147.4
DC(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    98.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    31.8    27.8    20.8    13.9     6.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     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   203.3   255.9   633.3  1127.0  1465.5  1633.0  1600.4
            V     112.0   107.8   106.7    97.8    83.5    64.2    50.0    35.7
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   112.0   107.8   106.7    97.8    83.5    69.2    55.0    41.0
            M       0.0   203.3   255.9   633.3  1127.0  1420.6  1514.0  1416.9
Total     : M+      0.0   422.5   532.5  1330.5  2417.0  3179.1  3601.3  3654.4
            V     208.5   199.1   196.5   176.2   142.4   103.5    69.7    35.8
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   208.5   199.1   196.5   176.2   142.4   108.5    74.7    41.1
            M       0.0   422.5   532.5  1330.5  2417.0  3134.2  3482.3  3470.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
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     141.3   123.0    92.6    50.1    19.9    15.7     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
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     696.9   606.9   456.9   247.0    98.0    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    31.8    32.3    34.2
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       4.2     3.2     2.1     1.0     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
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     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
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+   1633.0  1465.5  1127.0   633.3   255.9   203.3     0.0
            V      50.0    64.2    83.5    97.8   106.7   107.8   112.0
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    55.0    69.2    83.5    97.8   106.7   107.8   112.0
            M    1514.0  1420.6  1127.0   633.3   255.9   203.3     0.0
Total     : M+   3601.3  3179.1  2417.0  1330.5   532.5   422.5     0.0
            V      69.7   103.5   142.4   176.2   196.5   199.1   208.5
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    74.7   108.5   142.4   176.2   196.5   199.1   208.5
            M    3482.3  3134.2  2417.0  1330.5   532.5   422.5     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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.019   0.048   0.089   0.118   0.136   0.141
Bottom        -0.000  -0.012  -0.016  -0.039  -0.072  -0.095  -0.109  -0.113
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.075   0.095   0.239   0.440   0.584   0.668   0.697
Bottom        -0.000  -0.061  -0.077  -0.193  -0.355  -0.470  -0.537  -0.560
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.024   0.045   0.059   0.068   0.071
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.020  -0.050  -0.092  -0.121  -0.139  -0.145
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.013   0.025   0.033   0.038   0.039
Precast-top   -0.000   0.003   0.004   0.010   0.019   0.025   0.029   0.030
Bottom        -0.000  -0.009  -0.011  -0.027  -0.051  -0.067  -0.077  -0.080
 
LL+I(+)
Topping-top   -0.000   0.054   0.068   0.170   0.311   0.406   0.461   0.475
Precast-top   -0.000   0.042   0.053   0.132   0.240   0.314   0.357   0.368
Bottom        -0.000  -0.111  -0.140  -0.350  -0.637  -0.831  -0.944  -0.972
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.083   0.208   0.380   0.498   0.567   0.585 
Precast-top   -0.064  -0.081  -0.030   0.344   0.851   1.186   1.352   1.432 
Bottom         0.433   1.627   1.560   1.079   0.422  -0.013  -0.244  -0.335 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.015   0.038   0.069   0.092   0.105   0.110 
Precast-top   -0.064  -0.123  -0.082   0.212   0.611   0.872   0.995   1.064 
Bottom         0.433   1.738   1.700   1.428   1.060   0.817   0.699   0.637 
 

 
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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 
 
As_top  , in2  0.803   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 = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.019   0.048   0.089   0.118   0.136   0.141
Bottom        -0.000  -0.012  -0.016  -0.039  -0.072  -0.095  -0.109  -0.113
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.075   0.095   0.239   0.440   0.584   0.668   0.697
Bottom        -0.000  -0.061  -0.077  -0.193  -0.355  -0.470  -0.537  -0.560
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.024   0.045   0.059   0.068   0.071
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.020  -0.050  -0.092  -0.121  -0.139  -0.145
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.013   0.025   0.033   0.038   0.039
Precast-top   -0.000   0.003   0.004   0.010   0.019   0.025   0.029   0.030
Bottom        -0.000  -0.009  -0.011  -0.027  -0.051  -0.067  -0.077  -0.080
 
LL+I(+)
Topping-top   -0.000   0.043   0.054   0.136   0.249   0.325   0.369   0.380
Precast-top   -0.000   0.033   0.042   0.105   0.192   0.251   0.286   0.294
Bottom        -0.000  -0.089  -0.112  -0.280  -0.510  -0.665  -0.755  -0.778
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.055   0.069   0.174   0.318   0.417   0.475   0.490 
Precast-top   -0.064  -0.090  -0.040   0.317   0.803   1.123   1.280   1.358 
Bottom         0.433   1.649   1.588   1.149   0.550   0.153  -0.056  -0.141 
 

 
 
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    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.054   0.068   0.169   0.300   0.389   0.433   0.424
Precast-top   -0.000   0.042   0.053   0.130   0.232   0.301   0.335   0.328
Bottom        -0.000  -0.111  -0.140  -0.346  -0.615  -0.797  -0.886  -0.868
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.060   0.076   0.188   0.335   0.435   0.486   0.479 
Precast-top   -0.032  -0.020   0.012   0.237   0.537   0.737   0.833   0.861 
Bottom         0.216   0.757   0.710   0.368  -0.085  -0.389  -0.536  -0.549 
 

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
    316.0    6.5   67.9    0.570   2.3   6.00e-3 50.0    319.2     1.124    1.760      0.00
      0.0    0.5   67.7     41.9 0.132      29.7 0.87    12.00     0.101    1.514 
Transfer:   3.00
    301.9    6.5   67.9    2.573  10.2   1.33e-3 33.6    244.4     0.487    1.760      0.00
    641.8    2.3   66.8    189.0 0.125      80.8 2.41    24.00     0.101    1.971 
Critical:   6.21
    282.4    6.5   67.9    3.055  10.2  -0.01e-3 29.0    141.8     0.236    1.760      0.00
   1427.6    2.7   66.6    189.0 0.117     161.9 4.83    24.00     0.101    2.100 
0.1L    :   8.63
    267.8    6.5   67.9    3.415  10.2  -0.01e-3 29.0    126.2     0.211    0.827      0.00
   2003.1    3.0   66.4    189.0 0.111     161.2 4.83    24.00     0.101    2.209 
0.2L    :  17.27
    218.4    6.5   65.2    4.340  10.2   0.52e-3 30.8    121.9     0.229    0.496      0.00
   3576.4    3.5   63.5    189.0 0.094     110.7 3.46    24.00     0.101    1.586 
0.3L    :  25.90
    170.1    6.5   66.6    4.340  10.2   1.60e-3 34.6    107.5     0.228    0.413      0.00
   4640.5    3.5   64.9    189.0 0.071      71.4 2.18    24.00     0.101    1.461 
0.4L    :  34.53
    122.7    6.5   68.0    4.340   0.0   1.95e-3 35.8     71.2     0.155    0.413      0.00
   5185.8    3.5   66.3    189.0 0.053      65.1 1.95    24.00     0.101    1.871 
0.5L    :  43.17
     76.2    6.5   68.0    4.340   0.0   1.64e-3 34.7     12.8     0.101    0.413      0.00
   5232.3    3.5   66.3    189.0 0.033      71.8 2.15    24.00     0.101    3.182 
0.6L    :  51.80
    122.7    6.5   68.0    4.340   0.0   1.95e-3 35.8     71.2     0.155    0.413      0.00
   5185.8    3.5   66.3    189.0 0.053      65.1 1.95    24.00     0.101    1.871 
0.7L    :  60.43
    170.1    6.5   66.6    4.340  10.2   1.60e-3 34.6    107.5     0.228    0.413      0.00
   4640.5    3.5   64.9    189.0 0.071      71.4 2.18    24.00     0.101    1.461 
0.8L    :  69.06
    218.4    6.5   65.2    4.340  10.2   0.52e-3 30.8    121.9     0.229    0.496      0.00
   3576.4    3.5   63.5    189.0 0.094     110.7 3.46    24.00     0.101    1.586 
0.9L    :  77.70
    267.8    6.5   67.9    3.415  10.2  -0.01e-3 29.0    126.2     0.211    0.827      0.00
   2003.1    3.0   66.4    189.0 0.111     161.2 4.83    24.00     0.101    2.209 
Critical:  80.12
    282.4    6.5   67.9    3.055  10.2  -0.01e-3 29.0    141.8     0.236    1.760      0.00
   1427.6    2.7   66.6    189.0 0.117     161.9 4.83    24.00     0.101    2.100 
Transfer:  83.33
    301.9    6.5   67.9    2.573  10.2   1.33e-3 33.6    244.4     0.487    1.760      0.00
    641.8    2.3   66.8    189.0 0.125      80.8 2.41    24.00     0.101    1.971 
Bearing :  85.67
    316.0    6.5   67.9    0.570   2.3   6.00e-3 50.0    319.2     1.124    1.760      0.00
      0.0    0.5   67.7     41.9 0.132      29.7 0.87    12.00     0.101    1.514 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.70
 
 
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
    316.0      5.19     67.92    0.51       67.66    24.00      0.300      0.980      0.000      0.000*
Transfer:      2.33
    301.9      5.02     67.92    2.30       66.77    24.00      0.300      0.925      0.000      1.760 
Critical:      5.55
    282.5      4.72     67.92    2.73       66.55    24.00      0.300      0.822      0.000      1.760 
0.1L    :      7.97
    267.8      4.48     67.92    3.04       66.40    24.00      0.300      0.744      0.000      0.827 
0.2L    :     16.60
    218.4      3.82     65.25    3.47       63.51    24.00      0.300      0.524      0.000      0.496 
0.3L    :     25.23
    170.1      2.91     66.65    3.47       64.91    24.00      0.300      0.221      0.000      0.413 
0.4L    :     33.87
    122.7      2.06     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.5L    :     42.50
     76.2      1.28     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    122.7      2.06     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.7L    :     59.77
    170.1      2.91     66.65    3.47       64.91    24.00      0.300      0.221      0.000      0.413 
0.8L    :     68.40
    218.4      3.82     65.25    3.47       63.51    24.00      0.300      0.524      0.000      0.496 
0.9L    :     77.03
    267.8      4.48     67.92    3.04       66.40    24.00      0.300      0.744      0.000      0.827 
Critical:     79.45
    282.5      4.72     67.92    2.73       66.55    24.00      0.300      0.822      0.000      1.760 
Transfer:     82.67
    301.9      5.02     67.92    2.30       66.77    24.00      0.300      0.925      0.000      1.760 
Bearing :     85.00
    316.0      5.19     67.92    0.51       67.66    24.00      0.300      0.980      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                       -0.132  2.30     -0.304
DL-Prec. (DC)  :                       -0.027  3.00     -0.080
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.063
DL-Comp. (DW)  :                       -0.012  3.00     -0.035
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 16.60 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                       -0.260  2.30     -0.598
DL-Prec. (DC)  :                       -0.053  3.00     -0.158
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.124
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 25.23 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                       -0.359  2.30     -0.826
DL-Prec. (DC)  :                       -0.073  3.00     -0.219
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.057  3.00     -0.171
DL-Comp. (DW)  :                       -0.031  3.00     -0.094
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 33.87 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                       -0.422  2.30     -0.970
DL-Prec. (DC)  :                       -0.085  3.00     -0.256
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.067  3.00     -0.201
DL-Comp. (DW)  :                       -0.037  3.00     -0.111
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 42.50 ft
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                       -0.443  2.30     -1.020
DL-Prec. (DC)  :                       -0.090  3.00     -0.270
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.070  3.00     -0.211
DL-Comp. (DW)  :                       -0.039  3.00     -0.117
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 51.13 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                       -0.422  2.30     -0.970
DL-Prec. (DC)  :                       -0.085  3.00     -0.256
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.067  3.00     -0.201
DL-Comp. (DW)  :                       -0.037  3.00     -0.111
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 59.77 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                       -0.359  2.30     -0.826
DL-Prec. (DC)  :                       -0.073  3.00     -0.219
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.057  3.00     -0.171
DL-Comp. (DW)  :                       -0.031  3.00     -0.094
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 68.40 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                       -0.260  2.30     -0.598
DL-Prec. (DC)  :                       -0.053  3.00     -0.158
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.124
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 77.03 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                       -0.132  2.30     -0.304
DL-Prec. (DC)  :                       -0.027  3.00     -0.080
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.021  3.00     -0.063
DL-Comp. (DW)  :                       -0.012  3.00     -0.035
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
   632.2    62.9  2.858  266.7    2.7   2.30   3926.0  0.074T 1.00       -       -     -     -  
H/2     :   2.97
   797.4    63.0  2.964  266.6    2.8   2.38   4073.0  0.071T 1.00       -       -     -     -  
0.1L    :   7.97
  2003.1    63.8  3.795  265.8    3.6   3.04   5238.2  0.055T 1.00       -       -     -     -  
0.2L    :  16.60
  3680.5    65.2  4.340  265.3    4.1   3.47   6093.4  0.048T 1.00   5324.2  4895.1    1.14    -  
0.3L    :  25.23
  4845.3    66.6  4.340  265.4    4.1   3.47   6229.9  0.048T 1.00   5324.7  5324.7    1.17    -  
0.4L    :  33.87
  5540.1    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5383.3  5383.3    1.18    -  
0.5L    :  42.50
  5741.2    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5354.6  5354.6    1.19    -  
0.6L    :  51.13
  5540.1    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5383.3  5383.3    1.18    -  
0.7L    :  59.77
  4845.3    66.6  4.340  265.4    4.1   3.47   6229.9  0.048T 1.00   5324.7  5324.7    1.17    -  
0.8L    :  68.40
  3680.5    65.2  4.340  265.3    4.1   3.47   6093.4  0.048T 1.00   5324.2  4895.1    1.14    -  
0.9L    :  77.03
  2003.1    63.8  3.795  265.8    3.6   3.04   5238.2  0.055T 1.00       -       -     -     -  
H/2     :  82.03
   797.4    63.0  2.964  266.6    2.8   2.38   4073.0  0.071T 1.00       -       -     -     -  
Transfer:  82.67
   632.2    62.9  2.858  266.7    2.7   2.30   3926.0  0.074T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.025
        M   2.00 Fb     0.166
 
  2   2 E  58.00 Ft     0.298
        M   2.00 Fb     0.130
 
  3   2 E   6.00 Ft     0.249
        M   6.00 Fb     0.355
 
  4   2 E   6.00 Ft     0.199
        M   6.00 Fb     0.581
 
  5   2 E   6.00 Ft     0.149
        M   6.00 Fb     0.807
 
  6   2 E   2.00 Ft     0.072
        M   2.00 Fb     1.055
 
  7   2 E   2.00 Ft    -0.005
        M   2.00 Fb     1.303
 
  8   2 E   2.00 Ft    -0.082
        M   2.00 Fb     1.551
 
  9   2 E   2.00 Ft    -0.159
        M   2.00 Fb     1.798
 
 10   2 E   2.00 Ft    -0.236
        M   2.00 Fb     2.046
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.29 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.046     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.236       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6366.46     5741.16     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.585     Midspan    1.800   0.110     Midspan
    Pre.Top:   3.600   1.432     Midspan    2.700   1.064     Midspan
    Pre.Bot:   3.600   1.627    Transfer    2.700   1.738    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.090    Transfer
    Pre.Bot:  -0.465  -0.141     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.861     Midspan
    Pre.Bot:                                                             2.400   0.757    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                       -0.443  2.30     -1.020
DL-Prec. (DC)  :                       -0.090  3.00     -0.270
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.070  3.00     -0.211
DL-Comp. (DW)  :                       -0.039  3.00     -0.117
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 (Manual input)
 
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.798   (Calculated)    
Live Moment (1  lane  loaded)  : 0.558   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.124   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.899   (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           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    812.4    830.0    830.0    830.0    830.0    830.0    830.0    830.0
  Yb      ,  in    28.63    28.19    28.19    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424793   431970   432062   432809   434166   435609   437138   437138
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1579.4   1595.8   1595.8   1595.8   1595.8   1595.8   1595.8   1595.8
  Yb      ,  in    47.42    47.02    47.01    47.00    46.99    46.97    46.95    46.95
  MI(Ixx) , in4  1018359  1043259  1043427  1044763  1047135  1049588  1052122  1052122

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 8.80 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 58.000 in
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    12 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.957 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.946 ft
Holddown Force        =  11.393 kips     Beam Shrtng (PL/AE)   =      0.231 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)       
--------------------------------------------------------------------------------------
      1727.856         740 1278.613     17.928 72607.289  1185.649     546.463        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      16.1670     23.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.6670     62.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.6631     70.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      70.1631     76.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.1631     79.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      79.1631     79.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      79.7050     85.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.2050     85.7050     No
      2      US#6[M19]       60.00        0.88       6.00      85.7050     86.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2050     86.3300     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.20 in
         P_init    =      850.7 kips  Ecc = 25.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.596 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.77 ksi    0.00 ksi
    due to Composite Loads                                 -1.21 ksi    0.00 ksi
    due to Live Loads                                      -4.17 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            12.03 ksi ( 6.14 %)
Total Prestress Losses                                    21.93 ksi (11.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.7     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.0   254.7   638.1  1165.9  1523.7  1735.8  1788.6
            V     126.4   121.5   120.2   109.9    92.9    75.9    52.9    35.9
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   126.4   121.5   120.2   109.9    93.8    78.5    63.8    49.6
            M      -0.0   207.4   260.8   638.1  1106.6  1407.0  1533.8  1498.4
Total     : M+      0.0   428.0   539.9  1357.0  2496.3  3291.5  3766.8  3908.8
            V     225.9   215.6   212.8   190.8   153.7   116.5    73.3    36.2
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   225.9   215.6   212.8   190.8   154.6   119.1    84.2    49.9
            M      -0.0   433.5   546.0  1357.0  2436.9  3174.7  3564.8  3618.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1735.8  1523.7  1165.9   638.1   254.7   202.0     0.0
            V      52.9    75.9    92.9   109.9   120.2   121.5   126.4
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    63.8    78.5    93.8   109.9   120.2   121.5   126.4
            M    1533.8  1407.0  1106.6   638.1   260.8   207.4    -0.0
Total     : M+   3766.8  3291.5  2496.3  1357.0   539.9   428.0     0.0
            V      73.3   116.5   153.7   190.8   212.8   215.6   225.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    84.2   119.1   154.6   190.8   212.8   215.6   225.9
            M    3564.8  3174.7  2436.9  1357.0   546.0   433.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.7             35.7
Deck+Haunch            38.8             38.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.7     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   161.6   203.7   510.5   932.8  1219.0  1388.6  1430.8
            V     101.1    97.2    96.2    87.9    74.3    60.7    42.3    28.8
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   101.1    97.2    96.2    87.9    75.1    62.8    51.0    39.7
            M      -0.0   166.0   208.7   510.5   885.3  1125.6  1227.0  1198.7
Total     : M+      0.0   387.6   488.9  1229.4  2263.1  2986.7  3419.7  3551.1
            V     200.6   191.3   188.8   168.8   135.1   101.3    62.7    29.0
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   200.6   191.3   188.8   168.8   135.8   103.4    71.4    40.0
            M      -0.0   392.0   493.8  1229.4  2215.6  2893.3  3258.1  3318.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1388.6  1219.0   932.8   510.5   203.7   161.6     0.0
            V      42.3    60.7    74.3    87.9    96.2    97.2   101.1
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    51.0    62.8    75.1    87.9    96.2    97.2   101.1
            M    1227.0  1125.6   885.3   510.5   208.7   166.0    -0.0
Total     : M+   3419.7  2986.7  2263.1  1229.4   488.9   387.6     0.0
            V      62.7   101.3   135.1   168.8   188.8   191.3   200.6
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    71.4   103.4   135.8   168.8   188.8   191.3   200.6
            M    3258.1  2893.3  2215.6  1229.4   493.8   392.0    -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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0   101.5   128.0   322.6   596.9   792.8   910.3   949.5
(Max)       V      44.7    42.2    41.6    36.3    27.2    18.2     9.1     0.0
Self wt.  : M       0.0    73.1    92.2   232.3   429.7   570.8   655.4   683.6
(Min)       V      32.2    30.4    29.9    26.1    19.6    13.1     6.5     0.0
DL-Prec.  : M       0.0    14.7    18.5    46.7    86.4   114.7   131.7   137.4
DC(Max)     V       6.5     6.1     6.0     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    13.3    33.6    62.2    82.6    94.9    98.9
DC(Min)     V       4.7     4.4     4.3     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   110.2   139.1   350.6   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    45.2    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.4   100.1   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    32.5    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.9     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    45.1   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.6    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    32.4    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.5     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    29.8    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.7     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    12.9    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   353.5   445.7  1116.7  2040.4  2666.5  3037.6  3130.0
            V     221.2   212.7   210.4   192.3   162.6   132.9    92.6    62.9
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   221.2   212.7   210.4   192.3   164.2   137.4   111.6    86.9
            M      -0.0   363.0   456.4  1116.7  1936.5  2462.2  2684.2  2622.2
Total     : M+      0.0   640.0   807.1  2027.8  3726.5  4907.0  5611.8  5817.1
            V     347.3   331.9   327.8   294.8   239.6   184.3   118.5    63.2
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   347.3   331.9   327.8   294.8   241.2   188.8   137.5    87.2
            M      -0.0   649.5   817.9  2027.8  3622.6  4702.6  5258.3  5309.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     910.3   792.8   596.9   322.6   128.0   101.5     0.0
(Max)       V       9.1    18.2    27.2    36.3    41.6    42.2    44.7
Self wt.  : M     655.4   570.8   429.7   232.3    92.2    73.1     0.0
(Min)       V       6.5    13.1    19.6    26.1    29.9    30.4    32.2
DL-Prec.  : M     131.7   114.7    86.4    46.7    18.5    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.0     6.1     6.5
DL-Prec.  : M      94.9    82.6    62.2    33.6    13.3    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.3     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.6   139.1   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    45.2    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4   100.1    79.4     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    32.5    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     320.4   279.0   210.1   113.6    45.1    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.6    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    32.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.5    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    29.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.7     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6    12.9    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   3037.6  2666.5  2040.4  1116.7   445.7   353.5     0.0
            V      92.6   132.9   162.6   192.3   210.4   212.7   221.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.6   137.4   164.2   192.3   210.4   212.7   221.2
            M    2684.2  2462.2  1936.5  1116.7   456.4   363.0    -0.0
Total     : M+   5611.8  4907.0  3726.5  2027.8   807.1   640.0     0.0
            V     118.5   184.3   239.6   294.8   327.8   331.9   347.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.5   188.8   241.2   294.8   327.8   331.9   347.3
            M    5258.3  4702.6  3622.6  2027.8   817.9   649.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.7             44.7
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     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    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     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    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     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     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     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   141.7   178.4   441.5   785.7  1021.6  1138.4  1115.7
            V     102.3    98.5    97.5    89.3    76.3    58.7    45.6    32.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.3    98.5    97.5    89.3    76.3    63.3    50.2    37.5
            M       0.0   141.7   178.4   441.5   785.7   990.3  1055.4   987.8
Total     : M+      0.0   367.7   463.6  1160.4  2116.0  2789.4  3169.5  3235.9
            V     201.9   192.6   190.1   170.2   137.0    99.2    66.1    32.9
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   201.9   192.6   190.1   170.2   137.0   103.8    70.7    37.7
            M       0.0   367.7   463.6  1160.4  2116.0  2758.1  3086.5  3108.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
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     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
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     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
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+   1138.4  1021.6   785.7   441.5   178.4   141.7     0.0
            V      45.6    58.7    76.3    89.3    97.5    98.5   102.3
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    50.2    63.3    76.3    89.3    97.5    98.5   102.3
            M    1055.4   990.3   785.7   441.5   178.4   141.7     0.0
Total     : M+   3169.5  2789.4  2116.0  1160.4   463.6   367.7     0.0
            V      66.1    99.2   137.0   170.2   190.1   192.6   201.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.7   103.8   137.0   170.2   190.1   192.6   201.9
            M    3086.5  2758.1  2116.0  1160.4   463.6   367.7     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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.014   0.036   0.067   0.088   0.101   0.105
Bottom        -0.000  -0.009  -0.012  -0.029  -0.054  -0.071  -0.081  -0.085
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.085   0.108   0.271   0.500   0.663   0.759   0.792
Bottom        -0.000  -0.069  -0.087  -0.219  -0.403  -0.533  -0.609  -0.636
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.007   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.015  -0.019  -0.049  -0.090  -0.120  -0.137  -0.143
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.012   0.023   0.030   0.034   0.036
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.023   0.026   0.027
Bottom        -0.000  -0.009  -0.011  -0.027  -0.050  -0.066  -0.076  -0.079
 
LL+I(+)
Topping-top   -0.000   0.049   0.062   0.155   0.284   0.370   0.421   0.434
Precast-top   -0.000   0.037   0.047   0.117   0.214   0.279   0.318   0.327
Bottom        -0.000  -0.109  -0.138  -0.345  -0.628  -0.818  -0.929  -0.958
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.076   0.190   0.347   0.454   0.517   0.534 
Precast-top   -0.064  -0.080  -0.028   0.347   0.858   1.195   1.364   1.446 
Bottom         0.433   1.623   1.556   1.068   0.402  -0.040  -0.276  -0.369 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.014   0.034   0.063   0.084   0.096   0.101 
Precast-top   -0.064  -0.117  -0.075   0.230   0.644   0.916   1.046   1.118 
Bottom         0.433   1.733   1.694   1.412   1.030   0.778   0.654   0.589 
 

 
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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 
 
As_top  , in2  0.803   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 = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.014   0.036   0.067   0.088   0.101   0.105
Bottom        -0.000  -0.009  -0.012  -0.029  -0.054  -0.071  -0.081  -0.085
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.085   0.108   0.271   0.500   0.663   0.759   0.792
Bottom        -0.000  -0.069  -0.087  -0.219  -0.403  -0.533  -0.609  -0.636
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.007   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.015  -0.019  -0.049  -0.090  -0.120  -0.137  -0.143
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.012   0.023   0.030   0.034   0.036
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.023   0.026   0.027
Bottom        -0.000  -0.009  -0.011  -0.027  -0.050  -0.066  -0.076  -0.079
 
LL+I(+)
Topping-top   -0.000   0.039   0.050   0.124   0.227   0.296   0.337   0.347
Precast-top   -0.000   0.030   0.037   0.094   0.171   0.223   0.254   0.262
Bottom        -0.000  -0.087  -0.110  -0.276  -0.502  -0.655  -0.744  -0.766
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.050   0.063   0.159   0.290   0.380   0.433   0.447 
Precast-top   -0.064  -0.088  -0.038   0.324   0.815   1.139   1.300   1.380 
Bottom         0.433   1.645   1.584   1.137   0.528   0.123  -0.090  -0.177 
 

 
 
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    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.035   0.043   0.108   0.191   0.248   0.276   0.271
Precast-top   -0.000   0.026   0.033   0.081   0.144   0.187   0.208   0.204
Bottom        -0.000  -0.077  -0.096  -0.238  -0.423  -0.549  -0.610  -0.597
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.040   0.050   0.125   0.223   0.290   0.324   0.321 
Precast-top   -0.032  -0.033  -0.005   0.196   0.466   0.645   0.732   0.763 
Bottom         0.216   0.790   0.750   0.468   0.092  -0.160  -0.283  -0.303 
 

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
    347.3    6.5   67.9    0.569   2.3   6.00e-3 50.0    353.9     1.246    1.760      0.11
      0.0    0.5   67.7     41.9 0.145      29.7 0.87    12.00     0.101    1.378 
Transfer:   3.00
    331.9    6.5   67.9    2.567  10.2   2.16e-3 36.6    297.0     0.659    1.760      0.00
    649.5    2.0   66.9    189.0 0.137      61.6 1.83    12.00     0.101    1.796 
Critical:   6.22
    310.6    6.5   67.9    3.051  10.2   0.28e-3 30.0    201.6     0.349    1.760      0.00
   1448.0    2.4   66.7    189.0 0.129     133.3 3.97    12.00     0.101    1.914 
0.1L    :   8.63
    294.8    6.5   67.9    3.409  10.2   0.06e-3 29.2    163.5     0.275    0.827      0.00
   2027.8    2.7   66.6    189.0 0.122     153.9 4.59    24.00     0.101    2.003 
0.2L    :  17.27
    241.2    6.5   65.2    4.340  10.2   0.75e-3 31.6    159.4     0.308    0.496      0.00
   3622.6    3.1   63.7    189.0 0.104      98.4 3.07    24.00     0.101    1.362 
0.3L    :  25.90
    188.8    6.5   66.6    4.340  10.2   1.82e-3 35.4    133.1     0.290    0.413      0.00
   4702.6    3.1   65.1    189.0 0.079      66.5 2.03    24.00     0.101    1.270 
0.4L    :  34.53
    137.5    6.5   68.0    4.340   0.0   2.15e-3 36.5     91.2     0.203    0.413      0.00
   5258.3    3.1   66.5    189.0 0.059      61.5 1.84    24.00     0.101    1.618 
0.5L    :  43.17
     87.2    6.5   68.0    4.340   0.0   1.82e-3 35.4     28.8     0.101    0.413      0.00
   5309.4    3.1   66.5    189.0 0.037      68.0 2.03    24.00     0.101    2.702 
0.6L    :  51.80
    137.5    6.5   68.0    4.340   0.0   2.15e-3 36.5     91.2     0.203    0.413      0.00
   5258.3    3.1   66.5    189.0 0.059      61.5 1.84    24.00     0.101    1.618 
0.7L    :  60.43
    188.8    6.5   66.6    4.340  10.2   1.82e-3 35.4    133.1     0.290    0.413      0.00
   4702.6    3.1   65.1    189.0 0.079      66.5 2.03    24.00     0.101    1.270 
0.8L    :  69.06
    241.2    6.5   65.2    4.340  10.2   0.75e-3 31.6    159.4     0.308    0.496      0.00
   3622.6    3.1   63.7    189.0 0.104      98.4 3.07    24.00     0.101    1.362 
0.9L    :  77.70
    294.8    6.5   67.9    3.409  10.2   0.06e-3 29.2    163.5     0.275    0.827      0.00
   2027.8    2.7   66.6    189.0 0.122     153.9 4.59    24.00     0.101    2.003 
Critical:  80.11
    310.6    6.5   67.9    3.051  10.2   0.28e-3 30.0    201.6     0.349    1.760      0.00
   1448.0    2.4   66.7    189.0 0.129     133.3 3.97    12.00     0.101    1.914 
Transfer:  83.33
    331.9    6.5   67.9    2.567  10.2   2.16e-3 36.6    297.0     0.659    1.760      0.00
    649.5    2.0   66.9    189.0 0.137      61.6 1.83    12.00     0.101    1.796 
Bearing :  85.67
    347.3    6.5   67.9    0.569   2.3   6.00e-3 50.0    353.9     1.246    1.760      0.11
      0.0    0.5   67.7     41.9 0.145      29.7 0.87    12.00     0.101    1.378 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.70
 
 
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
    347.3      5.70     67.92    0.45       67.69    24.00      0.300      1.150      0.000      0.000*
Transfer:      2.33
    331.9      5.51     67.92    2.02       66.91    24.00      0.300      1.087      0.000      1.760 
Critical:      5.56
    310.7      5.17     67.92    2.39       66.72    24.00      0.300      0.975      0.000      1.760 
0.1L    :      7.97
    294.8      4.92     67.92    2.67       66.58    24.00      0.300      0.890      0.000      0.827 
0.2L    :     16.60
    241.2      4.21     65.25    3.06       63.72    24.00      0.300      0.652      0.000      0.496 
0.3L    :     25.23
    188.8      3.22     66.65    3.06       65.12    24.00      0.300      0.324      0.000      0.413 
0.4L    :     33.87
    137.5      2.30     68.05    3.06       66.52    24.00      0.300      0.015      0.000      0.413 
0.5L    :     42.50
     87.2      1.46     68.05    3.06       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    137.5      2.30     68.05    3.06       66.52    24.00      0.300      0.015      0.000      0.413 
0.7L    :     59.77
    188.8      3.22     66.65    3.06       65.12    24.00      0.300      0.324      0.000      0.413 
0.8L    :     68.40
    241.2      4.21     65.25    3.06       63.72    24.00      0.300      0.652      0.000      0.496 
0.9L    :     77.03
    294.8      4.92     67.92    2.67       66.58    24.00      0.300      0.890      0.000      0.827 
Critical:     79.44
    310.7      5.17     67.92    2.39       66.72    24.00      0.300      0.975      0.000      1.760 
Transfer:     82.67
    331.9      5.51     67.92    2.02       66.91    24.00      0.300      1.087      0.000      1.760 
Bearing :     85.00
    347.3      5.70     67.92    0.45       67.69    24.00      0.300      1.150      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.308            0.546            0.644
 
At 0.2 x L = 16.60 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.537            0.952            1.120
 
At 0.3 x L = 25.23 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.696            1.231            1.445
 
At 0.4 x L = 33.87 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.787            1.391            1.631
 
At 0.5 x L = 42.50 ft
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.818            1.447            1.696
 
At 0.6 x L = 51.13 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.787            1.391            1.631
 
At 0.7 x L = 59.77 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.696            1.231            1.445
 
At 0.8 x L = 68.40 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.537            0.952            1.120
 
At 0.9 x L = 77.03 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.308            0.546            0.644
 

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
   640.0    62.9  2.853  267.1    2.4   2.02   3932.7  0.084T 1.00       -       -     -     -  
H/2     :   2.97
   807.1    63.0  2.958  267.0    2.5   2.09   4080.6  0.081T 1.00       -       -     -     -  
0.1L    :   7.97
  2027.8    63.8  3.788  266.3    3.1   2.67   5254.6  0.063T 1.00       -       -     -     -  
0.2L    :  16.60
  3726.5    65.2  4.340  265.8    3.6   3.06   6126.4  0.055T 1.00   5362.5  4956.3    1.14    -  
0.3L    :  25.23
  4907.0    66.6  4.340  265.9    3.6   3.06   6263.0  0.055T 1.00   5352.4  5352.4    1.17    -  
0.4L    :  33.87
  5611.8    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5405.3  5405.3    1.18    -  
0.5L    :  42.50
  5817.1    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5373.7  5373.7    1.19    -  
0.6L    :  51.13
  5611.8    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5405.3  5405.3    1.18    -  
0.7L    :  59.77
  4907.0    66.6  4.340  265.9    3.6   3.06   6263.0  0.055T 1.00   5352.4  5352.4    1.17    -  
0.8L    :  68.40
  3726.5    65.2  4.340  265.8    3.6   3.06   6126.4  0.055T 1.00   5362.5  4956.3    1.14    -  
0.9L    :  77.03
  2027.8    63.8  3.788  266.3    3.1   2.67   5254.6  0.063T 1.00       -       -     -     -  
H/2     :  82.03
   807.1    63.0  2.958  267.0    2.5   2.09   4080.6  0.081T 1.00       -       -     -     -  
Transfer:  82.67
   640.0    62.9  2.853  267.1    2.4   2.02   3932.7  0.084T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.025
        M   2.00 Fb     0.166
 
  2   2 E  58.00 Ft     0.298
        M   2.00 Fb     0.130
 
  3   2 E   6.00 Ft     0.249
        M   6.00 Fb     0.355
 
  4   2 E   6.00 Ft     0.199
        M   6.00 Fb     0.581
 
  5   2 E   6.00 Ft     0.149
        M   6.00 Fb     0.807
 
  6   2 E   2.00 Ft     0.072
        M   2.00 Fb     1.055
 
  7   2 E   2.00 Ft    -0.005
        M   2.00 Fb     1.303
 
  8   2 E   2.00 Ft    -0.082
        M   2.00 Fb     1.551
 
  9   2 E   2.00 Ft    -0.159
        M   2.00 Fb     1.798
 
 10   2 E   2.00 Ft    -0.236
        M   2.00 Fb     2.046
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.046     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.236       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6399.55     5817.14     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   0.534     Midspan    1.800   0.101     Midspan
    Pre.Top:   3.600   1.446     Midspan    2.700   1.118     Midspan
    Pre.Bot:   3.600   1.623    Transfer    2.700   1.733    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.088    Transfer
    Pre.Bot:  -0.465  -0.177     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.763     Midspan
    Pre.Bot:                                                             2.400   0.790    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.818            1.447            1.696
 
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.798   (Calculated)    
Live Moment (1  lane  loaded)  : 0.558   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.124   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.899   (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           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    812.4    830.0    830.0    830.0    830.0    830.0    830.0    830.0
  Yb      ,  in    28.63    28.19    28.19    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424793   431970   432062   432809   434166   435609   437138   437138
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1579.4   1595.8   1595.8   1595.8   1595.8   1595.8   1595.8   1595.8
  Yb      ,  in    47.42    47.02    47.01    47.00    46.99    46.97    46.95    46.95
  MI(Ixx) , in4  1018359  1043259  1043427  1044763  1047135  1049588  1052122  1052122

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 8.80 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 58.000 in
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    12 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.957 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.946 ft
Holddown Force        =  11.393 kips     Beam Shrtng (PL/AE)   =      0.231 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)       
--------------------------------------------------------------------------------------
      1727.856         740 1278.613     17.928 72607.289  1185.649     546.463        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      16.1670     23.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.6670     62.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.6631     70.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      70.1631     76.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.1631     79.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      79.1631     79.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      79.7050     85.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.2050     85.7050     No
      2      US#6[M19]       60.00        0.88       6.00      85.7050     86.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2050     86.3300     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.20 in
         P_init    =      850.7 kips  Ecc = 25.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.596 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.77 ksi    0.00 ksi
    due to Composite Loads                                 -1.21 ksi    0.00 ksi
    due to Live Loads                                      -4.17 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            12.03 ksi ( 6.14 %)
Total Prestress Losses                                    21.93 ksi (11.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.7     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.0   254.7   638.1  1165.9  1523.7  1735.8  1788.6
            V     126.4   121.5   120.2   109.9    92.9    75.9    52.9    35.9
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   126.4   121.5   120.2   109.9    93.8    78.5    63.8    49.6
            M      -0.0   207.4   260.8   638.1  1106.6  1407.0  1533.8  1498.4
Total     : M+      0.0   428.0   539.9  1357.0  2496.3  3291.5  3766.8  3908.8
            V     225.9   215.6   212.8   190.8   153.7   116.5    73.3    36.2
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   225.9   215.6   212.8   190.8   154.6   119.1    84.2    49.9
            M      -0.0   433.5   546.0  1357.0  2436.9  3174.7  3564.8  3618.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1735.8  1523.7  1165.9   638.1   254.7   202.0     0.0
            V      52.9    75.9    92.9   109.9   120.2   121.5   126.4
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    63.8    78.5    93.8   109.9   120.2   121.5   126.4
            M    1533.8  1407.0  1106.6   638.1   260.8   207.4    -0.0
Total     : M+   3766.8  3291.5  2496.3  1357.0   539.9   428.0     0.0
            V      73.3   116.5   153.7   190.8   212.8   215.6   225.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    84.2   119.1   154.6   190.8   212.8   215.6   225.9
            M    3564.8  3174.7  2436.9  1357.0   546.0   433.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.7             35.7
Deck+Haunch            38.8             38.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.7     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   161.6   203.7   510.5   932.8  1219.0  1388.6  1430.8
            V     101.1    97.2    96.2    87.9    74.3    60.7    42.3    28.8
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   101.1    97.2    96.2    87.9    75.1    62.8    51.0    39.7
            M      -0.0   166.0   208.7   510.5   885.3  1125.6  1227.0  1198.7
Total     : M+      0.0   387.6   488.9  1229.4  2263.1  2986.7  3419.7  3551.1
            V     200.6   191.3   188.8   168.8   135.1   101.3    62.7    29.0
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   200.6   191.3   188.8   168.8   135.8   103.4    71.4    40.0
            M      -0.0   392.0   493.8  1229.4  2215.6  2893.3  3258.1  3318.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1388.6  1219.0   932.8   510.5   203.7   161.6     0.0
            V      42.3    60.7    74.3    87.9    96.2    97.2   101.1
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    51.0    62.8    75.1    87.9    96.2    97.2   101.1
            M    1227.0  1125.6   885.3   510.5   208.7   166.0    -0.0
Total     : M+   3419.7  2986.7  2263.1  1229.4   488.9   387.6     0.0
            V      62.7   101.3   135.1   168.8   188.8   191.3   200.6
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    71.4   103.4   135.8   168.8   188.8   191.3   200.6
            M    3258.1  2893.3  2215.6  1229.4   493.8   392.0    -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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0   101.5   128.0   322.6   596.9   792.8   910.3   949.5
(Max)       V      44.7    42.2    41.6    36.3    27.2    18.2     9.1     0.0
Self wt.  : M       0.0    73.1    92.2   232.3   429.7   570.8   655.4   683.6
(Min)       V      32.2    30.4    29.9    26.1    19.6    13.1     6.5     0.0
DL-Prec.  : M       0.0    14.7    18.5    46.7    86.4   114.7   131.7   137.4
DC(Max)     V       6.5     6.1     6.0     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    13.3    33.6    62.2    82.6    94.9    98.9
DC(Min)     V       4.7     4.4     4.3     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   110.2   139.1   350.6   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    45.2    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.4   100.1   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    32.5    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.9     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    45.1   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.6    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    32.4    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.5     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    29.8    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.7     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    12.9    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   353.5   445.7  1116.7  2040.4  2666.5  3037.6  3130.0
            V     221.2   212.7   210.4   192.3   162.6   132.9    92.6    62.9
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   221.2   212.7   210.4   192.3   164.2   137.4   111.6    86.9
            M      -0.0   363.0   456.4  1116.7  1936.5  2462.2  2684.2  2622.2
Total     : M+      0.0   640.0   807.1  2027.8  3726.5  4907.0  5611.8  5817.1
            V     347.3   331.9   327.8   294.8   239.6   184.3   118.5    63.2
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   347.3   331.9   327.8   294.8   241.2   188.8   137.5    87.2
            M      -0.0   649.5   817.9  2027.8  3622.6  4702.6  5258.3  5309.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     910.3   792.8   596.9   322.6   128.0   101.5     0.0
(Max)       V       9.1    18.2    27.2    36.3    41.6    42.2    44.7
Self wt.  : M     655.4   570.8   429.7   232.3    92.2    73.1     0.0
(Min)       V       6.5    13.1    19.6    26.1    29.9    30.4    32.2
DL-Prec.  : M     131.7   114.7    86.4    46.7    18.5    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.0     6.1     6.5
DL-Prec.  : M      94.9    82.6    62.2    33.6    13.3    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.3     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.6   139.1   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    45.2    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4   100.1    79.4     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    32.5    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     320.4   279.0   210.1   113.6    45.1    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.6    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    32.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.5    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    29.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.7     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6    12.9    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   3037.6  2666.5  2040.4  1116.7   445.7   353.5     0.0
            V      92.6   132.9   162.6   192.3   210.4   212.7   221.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.6   137.4   164.2   192.3   210.4   212.7   221.2
            M    2684.2  2462.2  1936.5  1116.7   456.4   363.0    -0.0
Total     : M+   5611.8  4907.0  3726.5  2027.8   807.1   640.0     0.0
            V     118.5   184.3   239.6   294.8   327.8   331.9   347.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.5   188.8   241.2   294.8   327.8   331.9   347.3
            M    5258.3  4702.6  3622.6  2027.8   817.9   649.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.7             44.7
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     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    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     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    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     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     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     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   141.7   178.4   441.5   785.7  1021.6  1138.4  1115.7
            V     102.3    98.5    97.5    89.3    76.3    58.7    45.6    32.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.3    98.5    97.5    89.3    76.3    63.3    50.2    37.5
            M       0.0   141.7   178.4   441.5   785.7   990.3  1055.4   987.8
Total     : M+      0.0   367.7   463.6  1160.4  2116.0  2789.4  3169.5  3235.9
            V     201.9   192.6   190.1   170.2   137.0    99.2    66.1    32.9
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   201.9   192.6   190.1   170.2   137.0   103.8    70.7    37.7
            M       0.0   367.7   463.6  1160.4  2116.0  2758.1  3086.5  3108.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
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     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
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     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
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+   1138.4  1021.6   785.7   441.5   178.4   141.7     0.0
            V      45.6    58.7    76.3    89.3    97.5    98.5   102.3
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    50.2    63.3    76.3    89.3    97.5    98.5   102.3
            M    1055.4   990.3   785.7   441.5   178.4   141.7     0.0
Total     : M+   3169.5  2789.4  2116.0  1160.4   463.6   367.7     0.0
            V      66.1    99.2   137.0   170.2   190.1   192.6   201.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.7   103.8   137.0   170.2   190.1   192.6   201.9
            M    3086.5  2758.1  2116.0  1160.4   463.6   367.7     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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.014   0.036   0.067   0.088   0.101   0.105
Bottom        -0.000  -0.009  -0.012  -0.029  -0.054  -0.071  -0.081  -0.085
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.085   0.108   0.271   0.500   0.663   0.759   0.792
Bottom        -0.000  -0.069  -0.087  -0.219  -0.403  -0.533  -0.609  -0.636
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.007   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.015  -0.019  -0.049  -0.090  -0.120  -0.137  -0.143
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.012   0.023   0.030   0.034   0.036
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.023   0.026   0.027
Bottom        -0.000  -0.009  -0.011  -0.027  -0.050  -0.066  -0.076  -0.079
 
LL+I(+)
Topping-top   -0.000   0.049   0.062   0.155   0.284   0.370   0.421   0.434
Precast-top   -0.000   0.037   0.047   0.117   0.214   0.279   0.318   0.327
Bottom        -0.000  -0.109  -0.138  -0.345  -0.628  -0.818  -0.929  -0.958
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.076   0.190   0.347   0.454   0.517   0.534 
Precast-top   -0.064  -0.080  -0.028   0.347   0.858   1.195   1.364   1.446 
Bottom         0.433   1.623   1.556   1.068   0.402  -0.040  -0.276  -0.369 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.014   0.034   0.063   0.084   0.096   0.101 
Precast-top   -0.064  -0.117  -0.075   0.230   0.644   0.916   1.046   1.118 
Bottom         0.433   1.733   1.694   1.412   1.030   0.778   0.654   0.589 
 

 
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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 
 
As_top  , in2  0.803   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 = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.014   0.036   0.067   0.088   0.101   0.105
Bottom        -0.000  -0.009  -0.012  -0.029  -0.054  -0.071  -0.081  -0.085
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.085   0.108   0.271   0.500   0.663   0.759   0.792
Bottom        -0.000  -0.069  -0.087  -0.219  -0.403  -0.533  -0.609  -0.636
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.007   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.015  -0.019  -0.049  -0.090  -0.120  -0.137  -0.143
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.012   0.023   0.030   0.034   0.036
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.023   0.026   0.027
Bottom        -0.000  -0.009  -0.011  -0.027  -0.050  -0.066  -0.076  -0.079
 
LL+I(+)
Topping-top   -0.000   0.039   0.050   0.124   0.227   0.296   0.337   0.347
Precast-top   -0.000   0.030   0.037   0.094   0.171   0.223   0.254   0.262
Bottom        -0.000  -0.087  -0.110  -0.276  -0.502  -0.655  -0.744  -0.766
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.050   0.063   0.159   0.290   0.380   0.433   0.447 
Precast-top   -0.064  -0.088  -0.038   0.324   0.815   1.139   1.300   1.380 
Bottom         0.433   1.645   1.584   1.137   0.528   0.123  -0.090  -0.177 
 

 
 
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    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.035   0.043   0.108   0.191   0.248   0.276   0.271
Precast-top   -0.000   0.026   0.033   0.081   0.144   0.187   0.208   0.204
Bottom        -0.000  -0.077  -0.096  -0.238  -0.423  -0.549  -0.610  -0.597
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.040   0.050   0.125   0.223   0.290   0.324   0.321 
Precast-top   -0.032  -0.033  -0.005   0.196   0.466   0.645   0.732   0.763 
Bottom         0.216   0.790   0.750   0.468   0.092  -0.160  -0.283  -0.303 
 

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
    347.3    6.5   67.9    0.569   2.3   6.00e-3 50.0    353.9     1.246    1.760      0.11
      0.0    0.5   67.7     41.9 0.145      29.7 0.87    12.00     0.101    1.378 
Transfer:   3.00
    331.9    6.5   67.9    2.567  10.2   2.16e-3 36.6    297.0     0.659    1.760      0.00
    649.5    2.0   66.9    189.0 0.137      61.6 1.83    12.00     0.101    1.796 
Critical:   6.22
    310.6    6.5   67.9    3.051  10.2   0.28e-3 30.0    201.6     0.349    1.760      0.00
   1448.0    2.4   66.7    189.0 0.129     133.3 3.97    12.00     0.101    1.914 
0.1L    :   8.63
    294.8    6.5   67.9    3.409  10.2   0.06e-3 29.2    163.5     0.275    0.827      0.00
   2027.8    2.7   66.6    189.0 0.122     153.9 4.59    24.00     0.101    2.003 
0.2L    :  17.27
    241.2    6.5   65.2    4.340  10.2   0.75e-3 31.6    159.4     0.308    0.496      0.00
   3622.6    3.1   63.7    189.0 0.104      98.4 3.07    24.00     0.101    1.362 
0.3L    :  25.90
    188.8    6.5   66.6    4.340  10.2   1.82e-3 35.4    133.1     0.290    0.413      0.00
   4702.6    3.1   65.1    189.0 0.079      66.5 2.03    24.00     0.101    1.270 
0.4L    :  34.53
    137.5    6.5   68.0    4.340   0.0   2.15e-3 36.5     91.2     0.203    0.413      0.00
   5258.3    3.1   66.5    189.0 0.059      61.5 1.84    24.00     0.101    1.618 
0.5L    :  43.17
     87.2    6.5   68.0    4.340   0.0   1.82e-3 35.4     28.8     0.101    0.413      0.00
   5309.4    3.1   66.5    189.0 0.037      68.0 2.03    24.00     0.101    2.702 
0.6L    :  51.80
    137.5    6.5   68.0    4.340   0.0   2.15e-3 36.5     91.2     0.203    0.413      0.00
   5258.3    3.1   66.5    189.0 0.059      61.5 1.84    24.00     0.101    1.618 
0.7L    :  60.43
    188.8    6.5   66.6    4.340  10.2   1.82e-3 35.4    133.1     0.290    0.413      0.00
   4702.6    3.1   65.1    189.0 0.079      66.5 2.03    24.00     0.101    1.270 
0.8L    :  69.06
    241.2    6.5   65.2    4.340  10.2   0.75e-3 31.6    159.4     0.308    0.496      0.00
   3622.6    3.1   63.7    189.0 0.104      98.4 3.07    24.00     0.101    1.362 
0.9L    :  77.70
    294.8    6.5   67.9    3.409  10.2   0.06e-3 29.2    163.5     0.275    0.827      0.00
   2027.8    2.7   66.6    189.0 0.122     153.9 4.59    24.00     0.101    2.003 
Critical:  80.11
    310.6    6.5   67.9    3.051  10.2   0.28e-3 30.0    201.6     0.349    1.760      0.00
   1448.0    2.4   66.7    189.0 0.129     133.3 3.97    12.00     0.101    1.914 
Transfer:  83.33
    331.9    6.5   67.9    2.567  10.2   2.16e-3 36.6    297.0     0.659    1.760      0.00
    649.5    2.0   66.9    189.0 0.137      61.6 1.83    12.00     0.101    1.796 
Bearing :  85.67
    347.3    6.5   67.9    0.569   2.3   6.00e-3 50.0    353.9     1.246    1.760      0.11
      0.0    0.5   67.7     41.9 0.145      29.7 0.87    12.00     0.101    1.378 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.70
 
 
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
    347.3      5.70     67.92    0.45       67.69    24.00      0.300      1.150      0.000      0.000*
Transfer:      2.33
    331.9      5.51     67.92    2.02       66.91    24.00      0.300      1.087      0.000      1.760 
Critical:      5.56
    310.7      5.17     67.92    2.39       66.72    24.00      0.300      0.975      0.000      1.760 
0.1L    :      7.97
    294.8      4.92     67.92    2.67       66.58    24.00      0.300      0.890      0.000      0.827 
0.2L    :     16.60
    241.2      4.21     65.25    3.06       63.72    24.00      0.300      0.652      0.000      0.496 
0.3L    :     25.23
    188.8      3.22     66.65    3.06       65.12    24.00      0.300      0.324      0.000      0.413 
0.4L    :     33.87
    137.5      2.30     68.05    3.06       66.52    24.00      0.300      0.015      0.000      0.413 
0.5L    :     42.50
     87.2      1.46     68.05    3.06       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    137.5      2.30     68.05    3.06       66.52    24.00      0.300      0.015      0.000      0.413 
0.7L    :     59.77
    188.8      3.22     66.65    3.06       65.12    24.00      0.300      0.324      0.000      0.413 
0.8L    :     68.40
    241.2      4.21     65.25    3.06       63.72    24.00      0.300      0.652      0.000      0.496 
0.9L    :     77.03
    294.8      4.92     67.92    2.67       66.58    24.00      0.300      0.890      0.000      0.827 
Critical:     79.44
    310.7      5.17     67.92    2.39       66.72    24.00      0.300      0.975      0.000      1.760 
Transfer:     82.67
    331.9      5.51     67.92    2.02       66.91    24.00      0.300      1.087      0.000      1.760 
Bearing :     85.00
    347.3      5.70     67.92    0.45       67.69    24.00      0.300      1.150      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.308            0.546            0.644
 
At 0.2 x L = 16.60 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.537            0.952            1.120
 
At 0.3 x L = 25.23 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.696            1.231            1.445
 
At 0.4 x L = 33.87 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.787            1.391            1.631
 
At 0.5 x L = 42.50 ft
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.818            1.447            1.696
 
At 0.6 x L = 51.13 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.787            1.391            1.631
 
At 0.7 x L = 59.77 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.696            1.231            1.445
 
At 0.8 x L = 68.40 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.537            0.952            1.120
 
At 0.9 x L = 77.03 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.308            0.546            0.644
 

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
   640.0    62.9  2.853  267.1    2.4   2.02   3932.7  0.084T 1.00       -       -     -     -  
H/2     :   2.97
   807.1    63.0  2.958  267.0    2.5   2.09   4080.6  0.081T 1.00       -       -     -     -  
0.1L    :   7.97
  2027.8    63.8  3.788  266.3    3.1   2.67   5254.6  0.063T 1.00       -       -     -     -  
0.2L    :  16.60
  3726.5    65.2  4.340  265.8    3.6   3.06   6126.4  0.055T 1.00   5362.5  4956.3    1.14    -  
0.3L    :  25.23
  4907.0    66.6  4.340  265.9    3.6   3.06   6263.0  0.055T 1.00   5352.4  5352.4    1.17    -  
0.4L    :  33.87
  5611.8    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5405.3  5405.3    1.18    -  
0.5L    :  42.50
  5817.1    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5373.7  5373.7    1.19    -  
0.6L    :  51.13
  5611.8    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5405.3  5405.3    1.18    -  
0.7L    :  59.77
  4907.0    66.6  4.340  265.9    3.6   3.06   6263.0  0.055T 1.00   5352.4  5352.4    1.17    -  
0.8L    :  68.40
  3726.5    65.2  4.340  265.8    3.6   3.06   6126.4  0.055T 1.00   5362.5  4956.3    1.14    -  
0.9L    :  77.03
  2027.8    63.8  3.788  266.3    3.1   2.67   5254.6  0.063T 1.00       -       -     -     -  
H/2     :  82.03
   807.1    63.0  2.958  267.0    2.5   2.09   4080.6  0.081T 1.00       -       -     -     -  
Transfer:  82.67
   640.0    62.9  2.853  267.1    2.4   2.02   3932.7  0.084T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.025
        M   2.00 Fb     0.166
 
  2   2 E  58.00 Ft     0.298
        M   2.00 Fb     0.130
 
  3   2 E   6.00 Ft     0.249
        M   6.00 Fb     0.355
 
  4   2 E   6.00 Ft     0.199
        M   6.00 Fb     0.581
 
  5   2 E   6.00 Ft     0.149
        M   6.00 Fb     0.807
 
  6   2 E   2.00 Ft     0.072
        M   2.00 Fb     1.055
 
  7   2 E   2.00 Ft    -0.005
        M   2.00 Fb     1.303
 
  8   2 E   2.00 Ft    -0.082
        M   2.00 Fb     1.551
 
  9   2 E   2.00 Ft    -0.159
        M   2.00 Fb     1.798
 
 10   2 E   2.00 Ft    -0.236
        M   2.00 Fb     2.046
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.046     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.236       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6399.55     5817.14     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   0.534     Midspan    1.800   0.101     Midspan
    Pre.Top:   3.600   1.446     Midspan    2.700   1.118     Midspan
    Pre.Bot:   3.600   1.623    Transfer    2.700   1.733    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.088    Transfer
    Pre.Bot:  -0.465  -0.177     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.763     Midspan
    Pre.Bot:                                                             2.400   0.790    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.818            1.447            1.696
 
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   85.00
     DC  Line       0.087      0.00       0.087   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.798   (Calculated)    
Live Moment (1  lane  loaded)  : 0.558   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.124   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.899   (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           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    812.4    830.0    830.0    830.0    830.0    830.0    830.0    830.0
  Yb      ,  in    28.63    28.19    28.19    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424793   431970   432062   432809   434166   435609   437138   437138
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1579.4   1595.8   1595.8   1595.8   1595.8   1595.8   1595.8   1595.8
  Yb      ,  in    47.42    47.02    47.01    47.00    46.99    46.97    46.95    46.95
  MI(Ixx) , in4  1018359  1043259  1043427  1044763  1047135  1049588  1052122  1052122

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 8.80 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 58.000 in
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    12 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.957 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.946 ft
Holddown Force        =  11.393 kips     Beam Shrtng (PL/AE)   =      0.231 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)       
--------------------------------------------------------------------------------------
      1727.856         740 1278.613     17.928 72607.289  1185.649     546.463        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      16.1670     23.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.6670     62.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.6631     70.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      70.1631     76.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.1631     79.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      79.1631     79.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      79.7050     85.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.2050     85.7050     No
      2      US#6[M19]       60.00        0.88       6.00      85.7050     86.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2050     86.3300     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.20 in
         P_init    =      850.7 kips  Ecc = 25.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.596 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.77 ksi    0.00 ksi
    due to Composite Loads                                 -1.21 ksi    0.00 ksi
    due to Live Loads                                      -4.17 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            12.03 ksi ( 6.14 %)
Total Prestress Losses                                    21.93 ksi (11.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.7     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.0   254.7   638.1  1165.9  1523.7  1735.8  1788.6
            V     126.4   121.5   120.2   109.9    92.9    75.9    52.9    35.9
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   126.4   121.5   120.2   109.9    93.8    78.5    63.8    49.6
            M      -0.0   207.4   260.8   638.1  1106.6  1407.0  1533.8  1498.4
Total     : M+      0.0   428.0   539.9  1357.0  2496.3  3291.5  3766.8  3908.8
            V     225.9   215.6   212.8   190.8   153.7   116.5    73.3    36.2
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   225.9   215.6   212.8   190.8   154.6   119.1    84.2    49.9
            M      -0.0   433.5   546.0  1357.0  2436.9  3174.7  3564.8  3618.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1735.8  1523.7  1165.9   638.1   254.7   202.0     0.0
            V      52.9    75.9    92.9   109.9   120.2   121.5   126.4
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    63.8    78.5    93.8   109.9   120.2   121.5   126.4
            M    1533.8  1407.0  1106.6   638.1   260.8   207.4    -0.0
Total     : M+   3766.8  3291.5  2496.3  1357.0   539.9   428.0     0.0
            V      73.3   116.5   153.7   190.8   212.8   215.6   225.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    84.2   119.1   154.6   190.8   212.8   215.6   225.9
            M    3564.8  3174.7  2436.9  1357.0   546.0   433.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.7             35.7
Deck+Haunch            38.8             38.8
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     0.0
Diaphragm : M       0.0     0.6     0.7     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   161.6   203.7   510.5   932.8  1219.0  1388.6  1430.8
            V     101.1    97.2    96.2    87.9    74.3    60.7    42.3    28.8
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   101.1    97.2    96.2    87.9    75.1    62.8    51.0    39.7
            M      -0.0   166.0   208.7   510.5   885.3  1125.6  1227.0  1198.7
Total     : M+      0.0   387.6   488.9  1229.4  2263.1  2986.7  3419.7  3551.1
            V     200.6   191.3   188.8   168.8   135.1   101.3    62.7    29.0
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   200.6   191.3   188.8   168.8   135.8   103.4    71.4    40.0
            M      -0.0   392.0   493.8  1229.4  2215.6  2893.3  3258.1  3318.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1388.6  1219.0   932.8   510.5   203.7   161.6     0.0
            V      42.3    60.7    74.3    87.9    96.2    97.2   101.1
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    51.0    62.8    75.1    87.9    96.2    97.2   101.1
            M    1227.0  1125.6   885.3   510.5   208.7   166.0    -0.0
Total     : M+   3419.7  2986.7  2263.1  1229.4   488.9   387.6     0.0
            V      62.7   101.3   135.1   168.8   188.8   191.3   200.6
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    71.4   103.4   135.8   168.8   188.8   191.3   200.6
            M    3258.1  2893.3  2215.6  1229.4   493.8   392.0    -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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0   101.5   128.0   322.6   596.9   792.8   910.3   949.5
(Max)       V      44.7    42.2    41.6    36.3    27.2    18.2     9.1     0.0
Self wt.  : M       0.0    73.1    92.2   232.3   429.7   570.8   655.4   683.6
(Min)       V      32.2    30.4    29.9    26.1    19.6    13.1     6.5     0.0
DL-Prec.  : M       0.0    14.7    18.5    46.7    86.4   114.7   131.7   137.4
DC(Max)     V       6.5     6.1     6.0     5.3     3.9     2.6     1.3     0.0
DL-Prec.  : M       0.0    10.6    13.3    33.6    62.2    82.6    94.9    98.9
DC(Min)     V       4.7     4.4     4.3     3.8     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   110.2   139.1   350.6   648.5   861.3   989.0  1031.6
Haunch (Max)V      48.5    45.9    45.2    39.4    29.6    19.7     9.9     0.0
Deck +    : M       0.0    79.4   100.1   252.4   466.9   620.2   712.1   742.7
Haunch (Min)V      35.0    33.0    32.5    28.4    21.3    14.2     7.1     0.0
Diaphragm : M       0.0     0.7     0.9     2.5     5.2     7.9    10.6    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     1.8     3.7     5.7     7.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    35.7    45.1   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.6    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    32.4    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.5     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    29.8    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.7     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    12.9    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   353.5   445.7  1116.7  2040.4  2666.5  3037.6  3130.0
            V     221.2   212.7   210.4   192.3   162.6   132.9    92.6    62.9
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   221.2   212.7   210.4   192.3   164.2   137.4   111.6    86.9
            M      -0.0   363.0   456.4  1116.7  1936.5  2462.2  2684.2  2622.2
Total     : M+      0.0   640.0   807.1  2027.8  3726.5  4907.0  5611.8  5817.1
            V     347.3   331.9   327.8   294.8   239.6   184.3   118.5    63.2
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   347.3   331.9   327.8   294.8   241.2   188.8   137.5    87.2
            M      -0.0   649.5   817.9  2027.8  3622.6  4702.6  5258.3  5309.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     910.3   792.8   596.9   322.6   128.0   101.5     0.0
(Max)       V       9.1    18.2    27.2    36.3    41.6    42.2    44.7
Self wt.  : M     655.4   570.8   429.7   232.3    92.2    73.1     0.0
(Min)       V       6.5    13.1    19.6    26.1    29.9    30.4    32.2
DL-Prec.  : M     131.7   114.7    86.4    46.7    18.5    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.3     6.0     6.1     6.5
DL-Prec.  : M      94.9    82.6    62.2    33.6    13.3    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.3     4.4     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     989.0   861.3   648.5   350.6   139.1   110.2     0.0
Haunch (Max)V       9.9    19.7    29.6    39.4    45.2    45.9    48.5
Deck +    : M     712.1   620.2   466.9   252.4   100.1    79.4     0.0
Haunch (Min)V       7.1    14.2    21.3    28.4    32.5    33.0    35.0
Diaphragm : M      10.6     7.9     5.2     2.5     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.6     5.7     3.7     1.8     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     320.4   279.0   210.1   113.6    45.1    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.6    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    32.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.5    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    29.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.7     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6    12.9    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   3037.6  2666.5  2040.4  1116.7   445.7   353.5     0.0
            V      92.6   132.9   162.6   192.3   210.4   212.7   221.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   111.6   137.4   164.2   192.3   210.4   212.7   221.2
            M    2684.2  2462.2  1936.5  1116.7   456.4   363.0    -0.0
Total     : M+   5611.8  4907.0  3726.5  2027.8   807.1   640.0     0.0
            V     118.5   184.3   239.6   294.8   327.8   331.9   347.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   137.5   188.8   241.2   294.8   327.8   331.9   347.3
            M    5258.3  4702.6  3622.6  2027.8   817.9   649.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.7             44.7
Deck+Haunch            48.5             48.5
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.5              6.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     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    11.7    14.8    37.4    69.1    91.8   105.4   109.9
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     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    88.2   111.3   280.4   518.8   689.1   791.2   825.3
Haunch (Max)V      38.8    36.7    36.1    31.6    23.7    15.8     7.9     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     2.0     4.2     6.3     8.5    10.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     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   141.7   178.4   441.5   785.7  1021.6  1138.4  1115.7
            V     102.3    98.5    97.5    89.3    76.3    58.7    45.6    32.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.3    98.5    97.5    89.3    76.3    63.3    50.2    37.5
            M       0.0   141.7   178.4   441.5   785.7   990.3  1055.4   987.8
Total     : M+      0.0   367.7   463.6  1160.4  2116.0  2789.4  3169.5  3235.9
            V     201.9   192.6   190.1   170.2   137.0    99.2    66.1    32.9
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   201.9   192.6   190.1   170.2   137.0   103.8    70.7    37.7
            M       0.0   367.7   463.6  1160.4  2116.0  2758.1  3086.5  3108.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
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     105.4    91.8    69.1    37.4    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
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     791.2   689.1   518.8   280.4   111.3    88.2     0.0
Haunch (Max)V       7.9    15.8    23.7    31.6    36.1    36.7    38.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.5     6.3     4.2     2.0     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
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     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
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+   1138.4  1021.6   785.7   441.5   178.4   141.7     0.0
            V      45.6    58.7    76.3    89.3    97.5    98.5   102.3
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    50.2    63.3    76.3    89.3    97.5    98.5   102.3
            M    1055.4   990.3   785.7   441.5   178.4   141.7     0.0
Total     : M+   3169.5  2789.4  2116.0  1160.4   463.6   367.7     0.0
            V      66.1    99.2   137.0   170.2   190.1   192.6   201.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    70.7   103.8   137.0   170.2   190.1   192.6   201.9
            M    3086.5  2758.1  2116.0  1160.4   463.6   367.7     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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.014   0.036   0.067   0.088   0.101   0.105
Bottom        -0.000  -0.009  -0.012  -0.029  -0.054  -0.071  -0.081  -0.085
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.085   0.108   0.271   0.500   0.663   0.759   0.792
Bottom        -0.000  -0.069  -0.087  -0.219  -0.403  -0.533  -0.609  -0.636
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.007   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.015  -0.019  -0.049  -0.090  -0.120  -0.137  -0.143
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.012   0.023   0.030   0.034   0.036
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.023   0.026   0.027
Bottom        -0.000  -0.009  -0.011  -0.027  -0.050  -0.066  -0.076  -0.079
 
LL+I(+)
Topping-top   -0.000   0.049   0.062   0.155   0.284   0.370   0.421   0.434
Precast-top   -0.000   0.037   0.047   0.117   0.214   0.279   0.318   0.327
Bottom        -0.000  -0.109  -0.138  -0.345  -0.628  -0.818  -0.929  -0.958
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.076   0.190   0.347   0.454   0.517   0.534 
Precast-top   -0.064  -0.080  -0.028   0.347   0.858   1.195   1.364   1.446 
Bottom         0.433   1.623   1.556   1.068   0.402  -0.040  -0.276  -0.369 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.014   0.034   0.063   0.084   0.096   0.101 
Precast-top   -0.064  -0.117  -0.075   0.230   0.644   0.916   1.046   1.118 
Bottom         0.433   1.733   1.694   1.412   1.030   0.778   0.654   0.589 
 

 
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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 
 
As_top  , in2  0.803   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 = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.014   0.036   0.067   0.088   0.101   0.105
Bottom        -0.000  -0.009  -0.012  -0.029  -0.054  -0.071  -0.081  -0.085
 
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   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.085   0.108   0.271   0.500   0.663   0.759   0.792
Bottom        -0.000  -0.069  -0.087  -0.219  -0.403  -0.533  -0.609  -0.636
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.022   0.041   0.054   0.062   0.065
Precast-top   -0.000   0.005   0.007   0.017   0.031   0.041   0.047   0.049
Bottom        -0.000  -0.015  -0.019  -0.049  -0.090  -0.120  -0.137  -0.143
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.012   0.023   0.030   0.034   0.036
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.023   0.026   0.027
Bottom        -0.000  -0.009  -0.011  -0.027  -0.050  -0.066  -0.076  -0.079
 
LL+I(+)
Topping-top   -0.000   0.039   0.050   0.124   0.227   0.296   0.337   0.347
Precast-top   -0.000   0.030   0.037   0.094   0.171   0.223   0.254   0.262
Bottom        -0.000  -0.087  -0.110  -0.276  -0.502  -0.655  -0.744  -0.766
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.050   0.063   0.159   0.290   0.380   0.433   0.447 
Precast-top   -0.064  -0.088  -0.038   0.324   0.815   1.139   1.300   1.380 
Bottom         0.433   1.645   1.584   1.137   0.528   0.123  -0.090  -0.177 
 

 
 
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    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.035   0.043   0.108   0.191   0.248   0.276   0.271
Precast-top   -0.000   0.026   0.033   0.081   0.144   0.187   0.208   0.204
Bottom        -0.000  -0.077  -0.096  -0.238  -0.423  -0.549  -0.610  -0.597
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.040   0.050   0.125   0.223   0.290   0.324   0.321 
Precast-top   -0.032  -0.033  -0.005   0.196   0.466   0.645   0.732   0.763 
Bottom         0.216   0.790   0.750   0.468   0.092  -0.160  -0.283  -0.303 
 

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
    347.3    6.5   67.9    0.569   2.3   6.00e-3 50.0    353.9     1.246    1.760      0.11
      0.0    0.5   67.7     41.9 0.145      29.7 0.87    12.00     0.101    1.378 
Transfer:   3.00
    331.9    6.5   67.9    2.567  10.2   2.16e-3 36.6    297.0     0.659    1.760      0.00
    649.5    2.0   66.9    189.0 0.137      61.6 1.83    12.00     0.101    1.796 
Critical:   6.22
    310.6    6.5   67.9    3.051  10.2   0.28e-3 30.0    201.6     0.349    1.760      0.00
   1448.0    2.4   66.7    189.0 0.129     133.3 3.97    12.00     0.101    1.914 
0.1L    :   8.63
    294.8    6.5   67.9    3.409  10.2   0.06e-3 29.2    163.5     0.275    0.827      0.00
   2027.8    2.7   66.6    189.0 0.122     153.9 4.59    24.00     0.101    2.003 
0.2L    :  17.27
    241.2    6.5   65.2    4.340  10.2   0.75e-3 31.6    159.4     0.308    0.496      0.00
   3622.6    3.1   63.7    189.0 0.104      98.4 3.07    24.00     0.101    1.362 
0.3L    :  25.90
    188.8    6.5   66.6    4.340  10.2   1.82e-3 35.4    133.1     0.290    0.413      0.00
   4702.6    3.1   65.1    189.0 0.079      66.5 2.03    24.00     0.101    1.270 
0.4L    :  34.53
    137.5    6.5   68.0    4.340   0.0   2.15e-3 36.5     91.2     0.203    0.413      0.00
   5258.3    3.1   66.5    189.0 0.059      61.5 1.84    24.00     0.101    1.618 
0.5L    :  43.17
     87.2    6.5   68.0    4.340   0.0   1.82e-3 35.4     28.8     0.101    0.413      0.00
   5309.4    3.1   66.5    189.0 0.037      68.0 2.03    24.00     0.101    2.702 
0.6L    :  51.80
    137.5    6.5   68.0    4.340   0.0   2.15e-3 36.5     91.2     0.203    0.413      0.00
   5258.3    3.1   66.5    189.0 0.059      61.5 1.84    24.00     0.101    1.618 
0.7L    :  60.43
    188.8    6.5   66.6    4.340  10.2   1.82e-3 35.4    133.1     0.290    0.413      0.00
   4702.6    3.1   65.1    189.0 0.079      66.5 2.03    24.00     0.101    1.270 
0.8L    :  69.06
    241.2    6.5   65.2    4.340  10.2   0.75e-3 31.6    159.4     0.308    0.496      0.00
   3622.6    3.1   63.7    189.0 0.104      98.4 3.07    24.00     0.101    1.362 
0.9L    :  77.70
    294.8    6.5   67.9    3.409  10.2   0.06e-3 29.2    163.5     0.275    0.827      0.00
   2027.8    2.7   66.6    189.0 0.122     153.9 4.59    24.00     0.101    2.003 
Critical:  80.11
    310.6    6.5   67.9    3.051  10.2   0.28e-3 30.0    201.6     0.349    1.760      0.00
   1448.0    2.4   66.7    189.0 0.129     133.3 3.97    12.00     0.101    1.914 
Transfer:  83.33
    331.9    6.5   67.9    2.567  10.2   2.16e-3 36.6    297.0     0.659    1.760      0.00
    649.5    2.0   66.9    189.0 0.137      61.6 1.83    12.00     0.101    1.796 
Bearing :  85.67
    347.3    6.5   67.9    0.569   2.3   6.00e-3 50.0    353.9     1.246    1.760      0.11
      0.0    0.5   67.7     41.9 0.145      29.7 0.87    12.00     0.101    1.378 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.70
 
 
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
    347.3      5.70     67.92    0.45       67.69    24.00      0.300      1.150      0.000      0.000*
Transfer:      2.33
    331.9      5.51     67.92    2.02       66.91    24.00      0.300      1.087      0.000      1.760 
Critical:      5.56
    310.7      5.17     67.92    2.39       66.72    24.00      0.300      0.975      0.000      1.760 
0.1L    :      7.97
    294.8      4.92     67.92    2.67       66.58    24.00      0.300      0.890      0.000      0.827 
0.2L    :     16.60
    241.2      4.21     65.25    3.06       63.72    24.00      0.300      0.652      0.000      0.496 
0.3L    :     25.23
    188.8      3.22     66.65    3.06       65.12    24.00      0.300      0.324      0.000      0.413 
0.4L    :     33.87
    137.5      2.30     68.05    3.06       66.52    24.00      0.300      0.015      0.000      0.413 
0.5L    :     42.50
     87.2      1.46     68.05    3.06       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    137.5      2.30     68.05    3.06       66.52    24.00      0.300      0.015      0.000      0.413 
0.7L    :     59.77
    188.8      3.22     66.65    3.06       65.12    24.00      0.300      0.324      0.000      0.413 
0.8L    :     68.40
    241.2      4.21     65.25    3.06       63.72    24.00      0.300      0.652      0.000      0.496 
0.9L    :     77.03
    294.8      4.92     67.92    2.67       66.58    24.00      0.300      0.890      0.000      0.827 
Critical:     79.44
    310.7      5.17     67.92    2.39       66.72    24.00      0.300      0.975      0.000      1.760 
Transfer:     82.67
    331.9      5.51     67.92    2.02       66.91    24.00      0.300      1.087      0.000      1.760 
Bearing :     85.00
    347.3      5.70     67.92    0.45       67.69    24.00      0.300      1.150      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.308            0.546            0.644
 
At 0.2 x L = 16.60 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.537            0.952            1.120
 
At 0.3 x L = 25.23 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.696            1.231            1.445
 
At 0.4 x L = 33.87 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.787            1.391            1.631
 
At 0.5 x L = 42.50 ft
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.818            1.447            1.696
 
At 0.6 x L = 51.13 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.787            1.391            1.631
 
At 0.7 x L = 59.77 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.696            1.231            1.445
 
At 0.8 x L = 68.40 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.537            0.952            1.120
 
At 0.9 x L = 77.03 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.308            0.546            0.644
 

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
   640.0    62.9  2.853  267.1    2.4   2.02   3932.7  0.084T 1.00       -       -     -     -  
H/2     :   2.97
   807.1    63.0  2.958  267.0    2.5   2.09   4080.6  0.081T 1.00       -       -     -     -  
0.1L    :   7.97
  2027.8    63.8  3.788  266.3    3.1   2.67   5254.6  0.063T 1.00       -       -     -     -  
0.2L    :  16.60
  3726.5    65.2  4.340  265.8    3.6   3.06   6126.4  0.055T 1.00   5362.5  4956.3    1.14    -  
0.3L    :  25.23
  4907.0    66.6  4.340  265.9    3.6   3.06   6263.0  0.055T 1.00   5352.4  5352.4    1.17    -  
0.4L    :  33.87
  5611.8    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5405.3  5405.3    1.18    -  
0.5L    :  42.50
  5817.1    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5373.7  5373.7    1.19    -  
0.6L    :  51.13
  5611.8    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5405.3  5405.3    1.18    -  
0.7L    :  59.77
  4907.0    66.6  4.340  265.9    3.6   3.06   6263.0  0.055T 1.00   5352.4  5352.4    1.17    -  
0.8L    :  68.40
  3726.5    65.2  4.340  265.8    3.6   3.06   6126.4  0.055T 1.00   5362.5  4956.3    1.14    -  
0.9L    :  77.03
  2027.8    63.8  3.788  266.3    3.1   2.67   5254.6  0.063T 1.00       -       -     -     -  
H/2     :  82.03
   807.1    63.0  2.958  267.0    2.5   2.09   4080.6  0.081T 1.00       -       -     -     -  
Transfer:  82.67
   640.0    62.9  2.853  267.1    2.4   2.02   3932.7  0.084T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.025
        M   2.00 Fb     0.166
 
  2   2 E  58.00 Ft     0.298
        M   2.00 Fb     0.130
 
  3   2 E   6.00 Ft     0.249
        M   6.00 Fb     0.355
 
  4   2 E   6.00 Ft     0.199
        M   6.00 Fb     0.581
 
  5   2 E   6.00 Ft     0.149
        M   6.00 Fb     0.807
 
  6   2 E   2.00 Ft     0.072
        M   2.00 Fb     1.055
 
  7   2 E   2.00 Ft    -0.005
        M   2.00 Fb     1.303
 
  8   2 E   2.00 Ft    -0.082
        M   2.00 Fb     1.551
 
  9   2 E   2.00 Ft    -0.159
        M   2.00 Fb     1.798
 
 10   2 E   2.00 Ft    -0.236
        M   2.00 Fb     2.046
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.046     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.236       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6399.55     5817.14     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   0.534     Midspan    1.800   0.101     Midspan
    Pre.Top:   3.600   1.446     Midspan    2.700   1.118     Midspan
    Pre.Bot:   3.600   1.623    Transfer    2.700   1.733    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.088    Transfer
    Pre.Bot:  -0.465  -0.177     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.763     Midspan
    Pre.Bot:                                                             2.400   0.790    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.818            1.447            1.696
 
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   85.00
     DC  Line       0.076      0.00       0.076   85.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 86.330 ft
Release length = 86.330 ft
Design  length = 85.000 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)  : 0.781   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.893   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.984   (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           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 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 = 0.8748

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     7.97    16.60    25.23    33.87    42.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    812.4    830.0    830.0    830.0    830.0    830.0    830.0    830.0
  Yb      ,  in    28.63    28.19    28.19    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424793   431970   432062   432809   434166   435609   437138   437138
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1487.9   1504.3   1504.3   1504.3   1504.3   1504.3   1504.3   1504.3
  Yb      ,  in    46.19    45.78    45.78    45.76    45.75    45.73    45.71    45.71
  MI(Ixx) , in4   979208  1002559  1002721  1004015  1006314  1008694  1011155  1011155

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  20 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 34.53 ft from member end )
END PATTERN (Ycg = 8.80 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 58.000 in
 
MID PATTERN (Ycg = 3.20 in):
(A) Draped:
     2 @  2.000 in
(B) Straight:
    12 @  2.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    4.34 in2      Initial Pull          =      850.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.914 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.892 ft
Holddown Force        =  11.393 kips     Beam Shrtng (PL/AE)   =      0.231 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)       
--------------------------------------------------------------------------------------
      1727.856         740 1278.613     17.928 72607.289  1185.649     546.463        
 
 
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       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     16.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      16.1670     23.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      23.6670     62.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      62.6631     70.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      70.1631     76.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      76.1631     79.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      79.1631     79.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      79.7050     85.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      85.2050     85.7050     No
      2      US#6[M19]       60.00        0.88       6.00      85.7050     86.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      86.2050     86.3300     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 86.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 4.3400 in2       Ycg =  3.20 in
         P_init    =      850.7 kips  Ecc = 25.55 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.596 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.32 ksi    0.00 ksi
    due to Composite Loads                                 -1.22 ksi    0.00 ksi
    due to Live Loads                                      -4.23 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.78 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            12.41 ksi ( 6.33 %)
Total Prestress Losses                                    22.31 ksi (11.38 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.7 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    10.7    13.5    34.1    63.1    83.8    96.3   100.4
DC(Max)     V       4.7     4.5     4.4     3.8     2.9     1.9     1.0     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
Deck +    : M       0.0    77.7    98.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    31.8    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.4     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   202.4   255.2   639.5  1168.5  1527.1  1739.6  1792.5
            V     110.6   106.4   105.3    96.2    81.3    66.5    46.3    31.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.6   106.4   105.3    96.2    82.2    68.7    55.8    43.5
            M      -0.0   207.9   261.4   639.5  1109.0  1410.1  1537.2  1501.7
Total     : M+      0.0   416.6   525.5  1320.7  2428.9  3201.5  3662.9  3799.5
            V     205.0   195.6   193.0   172.9   138.9   104.9    65.6    31.6
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   205.0   195.6   193.0   172.9   139.7   107.1    75.1    43.6
            M      -0.0   422.1   531.7  1320.7  2369.4  3084.5  3460.5  3508.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M      96.3    83.8    63.1    34.1    13.5    10.7     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    98.0    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    31.8    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1739.6  1527.1  1168.5   639.5   255.2   202.4     0.0
            V      46.3    66.5    81.3    96.2   105.3   106.4   110.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.8    68.7    82.2    96.2   105.3   106.4   110.6
            M    1537.2  1410.1  1109.0   639.5   261.4   207.9    -0.0
Total     : M+   3662.9  3201.5  2428.9  1320.7   525.5   416.6     0.0
            V      65.6   104.9   138.9   172.9   193.0   195.6   205.0
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    75.1   107.1   139.7   172.9   193.0   195.6   205.0
            M    3460.5  3084.5  2369.4  1320.7   531.7   422.1    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               35.7             35.7
Deck+Haunch            34.2             34.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.7              4.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           62.9             62.9
DL-Comp.(DW)           34.7             34.7
Live                   91.3             91.3
        Truck          64.1             64.1
        Lane           27.2             27.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
DL-Prec.  : M       0.0    10.7    13.5    34.1    63.1    83.8    96.3   100.4
DC(Max)     V       4.7     4.5     4.4     3.8     2.9     1.9     1.0     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
Deck +    : M       0.0    77.7    98.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    31.8    27.8    20.8    13.9     6.9     0.0
Diaphragm : M       0.0     0.3     0.4     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   162.0   204.2   511.6   934.8  1221.7  1391.7  1434.0
            V      88.5    85.1    84.2    77.0    65.1    53.2    37.1    25.2
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    88.5    85.1    84.2    77.0    65.7    55.0    44.7    34.8
            M      -0.0   166.3   209.1   511.6   887.2  1128.0  1229.8  1201.4
Total     : M+      0.0   376.2   474.4  1192.8  2195.2  2896.1  3315.0  3441.0
            V     182.8   174.3   172.0   153.6   122.6    91.6    56.3    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   182.8   174.3   172.0   153.6   123.3    93.4    63.9    34.9
            M      -0.0   380.5   479.4  1192.8  2147.6  2802.5  3153.0  3208.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
DL-Prec.  : M      96.3    83.8    63.1    34.1    13.5    10.7     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    98.0    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    31.8    32.3    34.2
Diaphragm : M       4.2     3.2     2.1     1.0     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
DL-Comp   : M     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
LL + I    : M+   1391.7  1221.7   934.8   511.6   204.2   162.0     0.0
            V      37.1    53.2    65.1    77.0    84.2    85.1    88.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    44.7    55.0    65.7    77.0    84.2    85.1    88.5
            M    1229.8  1128.0   887.2   511.6   209.1   166.3    -0.0
Total     : M+   3315.0  2896.1  2195.2  1192.8   474.4   376.2     0.0
            V      56.3    91.6   122.6   153.6   172.0   174.3   182.8
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    63.9    93.4   123.3   153.6   172.0   174.3   182.8
            M    3153.0  2802.5  2147.6  1192.8   479.4   380.5    -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    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0   101.5   128.0   322.6   596.9   792.8   910.3   949.5
(Max)       V      44.7    42.2    41.6    36.3    27.2    18.2     9.1     0.0
Self wt.  : M       0.0    73.1    92.2   232.3   429.7   570.8   655.4   683.6
(Min)       V      32.2    30.4    29.9    26.1    19.6    13.1     6.5     0.0
DL-Prec.  : M       0.0    13.4    16.9    42.6    78.9   104.8   120.3   125.5
DC(Max)     V       5.9     5.6     5.5     4.8     3.6     2.4     1.2     0.0
DL-Prec.  : M       0.0     9.7    12.2    30.7    56.8    75.4    86.6    90.4
DC(Min)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    97.1   122.5   308.7   571.2   758.6   871.1   908.6
Haunch (Max)V      42.8    40.4    39.8    34.7    26.1    17.4     8.7     0.0
Deck +    : M       0.0    69.9    88.2   222.3   411.2   546.2   627.2   654.2
Haunch (Min)V      30.8    29.1    28.6    25.0    18.8    12.5     6.3     0.0
Diaphragm : M       0.0     0.4     0.5     1.2     2.6     3.9     5.3     6.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.9     1.9     2.8     3.8     4.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    35.7    45.1   113.6   210.1   279.0   320.4   334.2
DC(Max)     V      15.7    14.9    14.6    12.8     9.6     6.4     3.2     0.0
DL-Comp   : M       0.0    25.7    32.4    81.8   151.2   200.9   230.7   240.6
DC(Min)     V      11.3    10.7    10.5     9.2     6.9     4.6     2.3     0.0
DL-Comp   : M       0.0    23.6    29.8    75.2   139.1   184.7   212.1   221.3
DW(Max)     V      10.4     9.8     9.7     8.5     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    10.2    12.9    32.6    60.3    80.1    91.9    95.9
DW(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   354.3   446.7  1119.1  2044.9  2672.4  3044.3  3136.9
            V     193.6   186.2   184.2   168.4   142.4   116.4    81.1    55.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   193.6   186.2   184.2   168.4   143.8   120.3    97.7    76.1
            M      -0.0   363.8   457.5  1119.1  1940.8  2467.6  2690.1  2628.0
Total     : M+      0.0   626.0   789.5  1983.2  3643.6  4796.3  5483.8  5682.5
            V     313.3   299.3   295.5   265.6   215.3   165.1   105.5    55.2
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   313.3   299.3   295.5   265.6   216.8   169.0   122.1    76.2
            M      -0.0   635.5   800.2  1983.2  3539.5  4591.4  5129.6  5173.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     910.3   792.8   596.9   322.6   128.0   101.5     0.0
(Max)       V       9.1    18.2    27.2    36.3    41.6    42.2    44.7
Self wt.  : M     655.4   570.8   429.7   232.3    92.2    73.1     0.0
(Min)       V       6.5    13.1    19.6    26.1    29.9    30.4    32.2
DL-Prec.  : M     120.3   104.8    78.9    42.6    16.9    13.4     0.0
DC(Max)     V       1.2     2.4     3.6     4.8     5.5     5.6     5.9
DL-Prec.  : M      86.6    75.4    56.8    30.7    12.2     9.7     0.0
DC(Min)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     871.1   758.6   571.2   308.7   122.5    97.1     0.0
Haunch (Max)V       8.7    17.4    26.1    34.7    39.8    40.4    42.8
Deck +    : M     627.2   546.2   411.2   222.3    88.2    69.9     0.0
Haunch (Min)V       6.3    12.5    18.8    25.0    28.6    29.1    30.8
Diaphragm : M       5.3     3.9     2.6     1.2     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.4   279.0   210.1   113.6    45.1    35.7     0.0
DC(Max)     V       3.2     6.4     9.6    12.8    14.6    14.9    15.7
DL-Comp   : M     230.7   200.9   151.2    81.8    32.4    25.7     0.0
DC(Min)     V       2.3     4.6     6.9     9.2    10.5    10.7    11.3
DL-Comp   : M     212.1   184.7   139.1    75.2    29.8    23.6     0.0
DW(Max)     V       2.1     4.2     6.3     8.5     9.7     9.8    10.4
DL-Comp   : M      91.9    80.1    60.3    32.6    12.9    10.2     0.0
DW(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
LL + I    : M+   3044.3  2672.4  2044.9  1119.1   446.7   354.3     0.0
            V      81.1   116.4   142.4   168.4   184.2   186.2   193.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    97.7   120.3   143.8   168.4   184.2   186.2   193.6
            M    2690.1  2467.6  1940.8  1119.1   457.5   363.8    -0.0
Total     : M+   5483.8  4796.3  3643.6  1983.2   789.5   626.0     0.0
            V     105.5   165.1   215.3   265.6   295.5   299.3   313.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   122.1   169.0   216.8   265.6   295.5   299.3   313.3
            M    5129.6  4591.4  3539.5  1983.2   800.2   635.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               44.7             44.7
Deck+Haunch            42.8             42.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.9              5.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           78.6             78.6
DL-Comp.(DW)           52.1             52.1
Live                  159.8            159.8
        Truck         112.2            112.2
        Lane           47.6             47.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.97   16.60   25.23   33.87   42.50
Self wt.  : M       0.0    81.2   102.4   258.1   477.5   634.2   728.2   759.6
(Max)       V      35.7    33.8    33.2    29.0    21.8    14.5     7.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.7    13.5    34.1    63.1    83.8    96.3   100.4
DC(Max)     V       4.7     4.5     4.4     3.8     2.9     1.9     1.0     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    77.7    98.0   247.0   456.9   606.9   696.9   726.9
Haunch (Max)V      34.2    32.3    31.8    27.8    20.8    13.9     6.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.0     2.1     3.2     4.2     5.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    28.6    36.0    90.8   168.1   223.2   256.3   267.3
DC(Max)     V      12.6    11.9    11.7    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.8    19.9    50.1    92.7   123.2   141.4   147.5
DW(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     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   203.3   255.9   633.3  1127.0  1465.5  1633.0  1600.4
            V     112.0   107.8   106.7    97.8    83.5    64.2    50.0    35.7
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   112.0   107.8   106.7    97.8    83.5    69.2    55.0    41.0
            M       0.0   203.3   255.9   633.3  1127.0  1420.6  1514.0  1416.9
Total     : M+      0.0   417.4   526.1  1314.5  2387.4  3139.9  3556.3  3607.4
            V     206.3   197.0   194.4   174.4   141.0   102.6    69.2    35.8
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   206.3   197.0   194.4   174.4   141.0   107.6    74.2    41.1
            M       0.0   417.4   526.1  1314.5  2387.4  3095.0  3437.3  3423.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    51.13   59.77   68.40   77.03   82.03   82.67   85.00
Self wt.  : M     728.2   634.2   477.5   258.1   102.4    81.2     0.0
(Max)       V       7.3    14.5    21.8    29.0    33.2    33.8    35.7
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      96.3    83.8    63.1    34.1    13.5    10.7     0.0
DC(Max)     V       1.0     1.9     2.9     3.8     4.4     4.5     4.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     696.9   606.9   456.9   247.0    98.0    77.7     0.0
Haunch (Max)V       6.9    13.9    20.8    27.8    31.8    32.3    34.2
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       4.2     3.2     2.1     1.0     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     256.3   223.2   168.1    90.8    36.0    28.6     0.0
DC(Max)     V       2.6     5.1     7.7    10.2    11.7    11.9    12.6
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     141.4   123.2    92.7    50.1    19.9    15.8     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
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+   1633.0  1465.5  1127.0   633.3   255.9   203.3     0.0
            V      50.0    64.2    83.5    97.8   106.7   107.8   112.0
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    55.0    69.2    83.5    97.8   106.7   107.8   112.0
            M    1514.0  1420.6  1127.0   633.3   255.9   203.3     0.0
Total     : M+   3556.3  3139.9  2387.4  1314.5   526.1   417.4     0.0
            V      69.2   102.6   141.0   174.4   194.4   197.0   206.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.2   107.6   141.0   174.4   194.4   197.0   206.3
            M    3437.3  3095.0  2387.4  1314.5   526.1   417.4     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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.010   0.013   0.033   0.061   0.081   0.092   0.096
Bottom        -0.000  -0.008  -0.011  -0.027  -0.049  -0.065  -0.074  -0.077
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.075   0.095   0.239   0.440   0.584   0.668   0.697
Bottom        -0.000  -0.061  -0.077  -0.193  -0.355  -0.470  -0.537  -0.560
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.024   0.045   0.059   0.068   0.071
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.020  -0.050  -0.092  -0.121  -0.139  -0.145
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.013   0.025   0.033   0.038   0.039
Precast-top   -0.000   0.003   0.004   0.010   0.019   0.025   0.029   0.030
Bottom        -0.000  -0.009  -0.011  -0.027  -0.051  -0.067  -0.077  -0.080
 
LL+I(+)
Topping-top   -0.000   0.054   0.068   0.170   0.311   0.406   0.461   0.475
Precast-top   -0.000   0.042   0.053   0.132   0.240   0.314   0.357   0.368
Bottom        -0.000  -0.111  -0.140  -0.350  -0.637  -0.831  -0.944  -0.972
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.083   0.208   0.380   0.498   0.567   0.585 
Precast-top   -0.064  -0.086  -0.036   0.328   0.823   1.148   1.309   1.387 
Bottom         0.433   1.631   1.565   1.091   0.445   0.017  -0.210  -0.299 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.015   0.038   0.069   0.092   0.105   0.110 
Precast-top   -0.064  -0.128  -0.088   0.197   0.583   0.834   0.952   1.019 
Bottom         0.433   1.741   1.705   1.441   1.083   0.848   0.734   0.673 
 

 
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    8.63   17.27   25.90   34.53   43.17
 
Beam-Self
Precast-top    0.102   0.272   0.483   0.633   0.722   0.752 
Bottom        -0.082  -0.220  -0.390  -0.509  -0.579  -0.603 
 
Prestress
Precast-top   -0.338  -0.397  -0.487  -0.577  -0.665  -0.665 
Bottom         2.129   2.175   2.245   2.314   2.382   2.382 
 
Total
Precast-top   -0.236  -0.125  -0.004   0.056   0.056   0.086 
Bottom         2.046   1.955   1.855   1.805   1.803   1.779 
 
As_top  , in2  0.803   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 = 10.81 %)
             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    7.97   16.60   25.23   33.87   42.50
 
Prestress
Precast-top   -0.064  -0.301  -0.307  -0.354  -0.434  -0.514  -0.593  -0.593
Bottom         0.433   1.899   1.903   1.940   2.002   2.064   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.078   0.099   0.249   0.460   0.610   0.699   0.729
Bottom        -0.000  -0.064  -0.080  -0.202  -0.371  -0.491  -0.561  -0.585
 
DL-Prec (DC)
Precast-top   -0.000   0.010   0.013   0.033   0.061   0.081   0.092   0.096
Bottom        -0.000  -0.008  -0.011  -0.027  -0.049  -0.065  -0.074  -0.077
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.075   0.095   0.239   0.440   0.584   0.668   0.697
Bottom        -0.000  -0.061  -0.077  -0.193  -0.355  -0.470  -0.537  -0.560
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.024   0.045   0.059   0.068   0.071
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.020  -0.050  -0.092  -0.121  -0.139  -0.145
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.013   0.025   0.033   0.038   0.039
Precast-top   -0.000   0.003   0.004   0.010   0.019   0.025   0.029   0.030
Bottom        -0.000  -0.009  -0.011  -0.027  -0.051  -0.067  -0.077  -0.080
 
LL+I(+)
Topping-top   -0.000   0.043   0.054   0.136   0.249   0.325   0.369   0.380
Precast-top   -0.000   0.033   0.042   0.105   0.192   0.251   0.286   0.294
Bottom        -0.000  -0.089  -0.112  -0.280  -0.510  -0.665  -0.755  -0.778
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.055   0.069   0.174   0.318   0.417   0.475   0.490 
Precast-top   -0.064  -0.095  -0.046   0.302   0.775   1.085   1.237   1.313 
Bottom         0.433   1.653   1.593   1.161   0.573   0.183  -0.021  -0.104 
 

 
 
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    7.97   16.60   25.23   33.87   42.50
F_LL+I(+)
Topping-top   -0.000   0.054   0.068   0.169   0.300   0.389   0.433   0.424
Precast-top   -0.000   0.042   0.053   0.130   0.232   0.301   0.335   0.328
Bottom        -0.000  -0.111  -0.140  -0.346  -0.615  -0.797  -0.886  -0.868
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.060   0.076   0.188   0.335   0.435   0.486   0.479 
Precast-top   -0.032  -0.022   0.008   0.229   0.523   0.718   0.811   0.838 
Bottom         0.216   0.759   0.712   0.374  -0.073  -0.373  -0.519  -0.531 
 

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
    313.3    6.5   67.9    0.570   2.3   6.00e-3 50.0    316.1     1.114    1.760      0.00
      0.0    0.5   67.7     41.9 0.131      29.7 0.87    12.00     0.101    1.527 
Transfer:   3.00
    299.3    6.5   67.9    2.573  10.2   1.26e-3 33.4    239.3     0.473    1.760      0.00
    635.5    2.3   66.8    189.0 0.124      83.1 2.47    24.00     0.101    1.988 
Critical:   6.21
    280.0    6.5   67.9    3.055  10.2  -0.01e-3 29.0    138.9     0.231    1.760      0.00
   1413.5    2.7   66.6    189.0 0.116     162.0 4.84    24.00     0.101    2.118 
0.1L    :   8.63
    265.6    6.5   67.9    3.415  10.2  -0.01e-3 29.0    123.5     0.206    0.827      0.00
   1983.2    3.0   66.4    189.0 0.110     161.4 4.83    24.00     0.101    2.228 
0.2L    :  17.27
    216.8    6.5   65.2    4.340  10.2   0.45e-3 30.6    115.7     0.215    0.496      0.00
   3539.5    3.5   63.5    189.0 0.093     115.0 3.60    24.00     0.101    1.627 
0.3L    :  25.90
    169.0    6.5   66.6    4.340  10.2   1.51e-3 34.3    104.2     0.219    0.413      0.00
   4591.4    3.5   64.9    189.0 0.070      73.4 2.25    24.00     0.101    1.493 
0.4L    :  34.53
    122.1    6.5   68.0    4.340   0.0   1.86e-3 35.5     68.8     0.148    0.413      0.00
   5129.6    3.5   66.3    189.0 0.052      66.9 2.00    24.00     0.101    1.908 
0.5L    :  43.17
     76.2    6.5   68.0    4.340   0.0   1.55e-3 34.4     10.7     0.101    0.413      0.00
   5173.6    3.5   66.3    189.0 0.033      74.0 2.22    24.00     0.101    3.234 
0.6L    :  51.80
    122.1    6.5   68.0    4.340   0.0   1.86e-3 35.5     68.8     0.148    0.413      0.00
   5129.6    3.5   66.3    189.0 0.052      66.9 2.00    24.00     0.101    1.908 
0.7L    :  60.43
    169.0    6.5   66.6    4.340  10.2   1.51e-3 34.3    104.2     0.219    0.413      0.00
   4591.4    3.5   64.9    189.0 0.070      73.4 2.25    24.00     0.101    1.493 
0.8L    :  69.06
    216.8    6.5   65.2    4.340  10.2   0.45e-3 30.6    115.7     0.215    0.496      0.00
   3539.5    3.5   63.5    189.0 0.093     115.0 3.60    24.00     0.101    1.627 
0.9L    :  77.70
    265.6    6.5   67.9    3.415  10.2  -0.01e-3 29.0    123.5     0.206    0.827      0.00
   1983.2    3.0   66.4    189.0 0.110     161.4 4.83    24.00     0.101    2.228 
Critical:  80.12
    280.0    6.5   67.9    3.055  10.2  -0.01e-3 29.0    138.9     0.231    1.760      0.00
   1413.5    2.7   66.6    189.0 0.116     162.0 4.84    24.00     0.101    2.118 
Transfer:  83.33
    299.3    6.5   67.9    2.573  10.2   1.26e-3 33.4    239.3     0.473    1.760      0.00
    635.5    2.3   66.8    189.0 0.124      83.1 2.47    24.00     0.101    1.988 
Bearing :  85.67
    313.3    6.5   67.9    0.570   2.3   6.00e-3 50.0    316.1     1.114    1.760      0.00
      0.0    0.5   67.7     41.9 0.131      29.7 0.87    12.00     0.101    1.527 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  850.73
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.70
 
 
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
    313.3      5.14     67.92    0.51       67.66    24.00      0.300      0.965      0.000      0.000*
Transfer:      2.33
    299.3      4.98     67.92    2.30       66.77    24.00      0.300      0.910      0.000      1.760 
Critical:      5.55
    280.1      4.68     67.92    2.73       66.55    24.00      0.300      0.809      0.000      1.760 
0.1L    :      7.97
    265.6      4.44     67.92    3.04       66.40    24.00      0.300      0.732      0.000      0.827 
0.2L    :     16.60
    216.8      3.79     65.25    3.47       63.51    24.00      0.300      0.514      0.000      0.496 
0.3L    :     25.23
    169.0      2.89     66.65    3.47       64.91    24.00      0.300      0.214      0.000      0.413 
0.4L    :     33.87
    122.1      2.05     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.5L    :     42.50
     76.2      1.28     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.6L    :     51.13
    122.1      2.05     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.7L    :     59.77
    169.0      2.89     66.65    3.47       64.91    24.00      0.300      0.214      0.000      0.413 
0.8L    :     68.40
    216.8      3.79     65.25    3.47       63.51    24.00      0.300      0.514      0.000      0.496 
0.9L    :     77.03
    265.6      4.44     67.92    3.04       66.40    24.00      0.300      0.732      0.000      0.827 
Critical:     79.45
    280.1      4.68     67.92    2.73       66.55    24.00      0.300      0.809      0.000      1.760 
Transfer:     82.67
    299.3      4.98     67.92    2.30       66.77    24.00      0.300      0.910      0.000      1.760 
Bearing :     85.00
    313.3      5.14     67.92    0.51       67.66    24.00      0.300      0.965      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.97 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.308            0.546            0.644
 
At 0.2 x L = 16.60 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.537            0.952            1.120
 
At 0.3 x L = 25.23 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.696            1.231            1.445
 
At 0.4 x L = 33.87 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.787            1.391            1.631
 
At 0.5 x L = 42.50 ft
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.818            1.447            1.696
 
At 0.6 x L = 51.13 ft
Prestress      :       1.286  1.80      2.314  2.20      2.828
Self Wt.       :      -0.499  1.85     -0.922  2.40     -1.197
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.787            1.391            1.631
 
At 0.7 x L = 59.77 ft
Prestress      :       1.123  1.80      2.021  2.20      2.470
Self Wt.       :      -0.427  1.85     -0.790  2.40     -1.025
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.696            1.231            1.445
 
At 0.8 x L = 68.40 ft
Prestress      :       0.851  1.80      1.531  2.20      1.871
Self Wt.       :      -0.313  1.85     -0.579  2.40     -0.751
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.537            0.952            1.120
 
At 0.9 x L = 77.03 ft
Prestress      :       0.474  1.80      0.853  2.20      1.043
Self Wt.       :      -0.166  1.85     -0.307  2.40     -0.398
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.308            0.546            0.644
 

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
   626.0    62.9  2.858  266.7    2.7   2.30   3926.0  0.074T 1.00       -       -     -     -  
H/2     :   2.97
   789.5    63.0  2.964  266.6    2.8   2.38   4073.0  0.071T 1.00       -       -     -     -  
0.1L    :   7.97
  1983.2    63.8  3.795  265.8    3.6   3.04   5238.2  0.055T 1.00       -       -     -     -  
0.2L    :  16.60
  3643.6    65.2  4.340  265.3    4.1   3.47   6093.4  0.048T 1.00   5336.8  4846.0    1.14    -  
0.3L    :  25.23
  4796.3    66.6  4.340  265.4    4.1   3.47   6229.9  0.048T 1.00   5341.2  5341.2    1.17    -  
0.4L    :  33.87
  5483.8    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5402.2  5402.2    1.18    -  
0.5L    :  42.50
  5682.5    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5374.3  5374.3    1.18    -  
0.6L    :  51.13
  5483.8    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5402.2  5402.2    1.18    -  
0.7L    :  59.77
  4796.3    66.6  4.340  265.4    4.1   3.47   6229.9  0.048T 1.00   5341.2  5341.2    1.17    -  
0.8L    :  68.40
  3643.6    65.2  4.340  265.3    4.1   3.47   6093.4  0.048T 1.00   5336.8  4846.0    1.14    -  
0.9L    :  77.03
  1983.2    63.8  3.795  265.8    3.6   3.04   5238.2  0.055T 1.00       -       -     -     -  
H/2     :  82.03
   789.5    63.0  2.964  266.6    2.8   2.38   4073.0  0.071T 1.00       -       -     -     -  
Transfer:  82.67
   626.0    62.9  2.858  266.7    2.7   2.30   3926.0  0.074T 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 1-10; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.025
        M   2.00 Fb     0.166
 
  2   2 E  58.00 Ft     0.298
        M   2.00 Fb     0.130
 
  3   2 E   6.00 Ft     0.249
        M   6.00 Fb     0.355
 
  4   2 E   6.00 Ft     0.199
        M   6.00 Fb     0.581
 
  5   2 E   6.00 Ft     0.149
        M   6.00 Fb     0.807
 
  6   2 E   2.00 Ft     0.072
        M   2.00 Fb     1.055
 
  7   2 E   2.00 Ft    -0.005
        M   2.00 Fb     1.303
 
  8   2 E   2.00 Ft    -0.082
        M   2.00 Fb     1.551
 
  9   2 E   2.00 Ft    -0.159
        M   2.00 Fb     1.798
 
 10   2 E   2.00 Ft    -0.236
        M   2.00 Fb     2.046
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 86.33            Release Length, ft: 86.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  20
No. of strands, Draped:   2           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.38 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.046     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.236       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6366.46     5682.46     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   0.585     Midspan    1.800   0.110     Midspan
    Pre.Top:   3.600   1.387     Midspan    2.700   1.019     Midspan
    Pre.Bot:   3.600   1.631    Transfer    2.700   1.741    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.095    Transfer
    Pre.Bot:  -0.465  -0.104     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.838     Midspan
    Pre.Bot:                                                             2.400   0.759    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  42.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.342  1.80      2.416  2.20      2.953
Self Wt.       :      -0.524  1.85     -0.969  2.40     -1.257
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.818            1.447            1.696
 
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

