 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE90 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 90 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 10 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_c61c.tmp\BTE90-0_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 =     91.330
Bearing-to-bearing, ft =     90.000
Release span      , ft =     91.330
 
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   90.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   90.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   90.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   90.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   90.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   90.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   45.000
   1    2        0.500   45.000
   1    3        0.500   45.000
   1    4        0.500   45.000
   1    5        0.250   45.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   90.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   90.00   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    0.065     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 ( 36.53 ft from member end )
 
END PATTERN (Ycg = 9.00 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 60.000 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 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 26.1670 65.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 65.1631 75.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.1631 81.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.1631 84.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 84.1631 84.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 84.7050 90.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.2050 90.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 90.7050 91.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2050 91.3300 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 91.3300       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 ( 36.53 ft from member end )
 
END PATTERN (Ycg = 9.00 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 60.000 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 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 26.1670 65.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 65.1631 75.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.1631 81.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.1631 84.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 84.1631 84.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 84.7050 90.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.2050 90.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 90.7050 91.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2050 91.3300 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 91.3300       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 ( 36.53 ft from member end )
 
END PATTERN (Ycg = 9.00 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 60.000 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 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 26.1670 65.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 65.1631 75.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.1631 81.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.1631 84.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 84.1631 84.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 84.7050 90.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.2050 90.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 90.7050 91.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2050 91.3300 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 91.3300       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 ( 36.53 ft from member end )
 
END PATTERN (Ycg = 9.00 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 60.000 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 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 26.1670 65.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 65.1631 75.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.1631 81.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.1631 84.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 84.1631 84.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 84.7050 90.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.2050 90.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 90.7050 91.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2050 91.3300 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 91.3300       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 ( 36.53 ft from member end )
 
END PATTERN (Ycg = 9.00 in):
 
  12 @  2.000 in 6 @  6.000 in 2 @ 60.000 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 26.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 26.1670 65.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 65.1631 75.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 75.1631 81.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 81.1631 84.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 84.1631 84.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 84.7050 90.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 90.2050 90.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 90.7050 91.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 91.2050 91.3300 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 91.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   90.00
     DC  Line       0.052      0.00       0.052   90.00
     DC  Line       0.076      0.00       0.076   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.769   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.896   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.987   (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     8.47    17.60    26.73    35.87    45.00
 
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    28.20    28.20    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424752   431782   431872   432669   434066   435556   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    45.77    45.75    45.73    45.71    45.71
  MI(Ixx) , in4   979138  1002229  1002386  1003773  1006147  1008607  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 ( 36.53 ft from member end )
END PATTERN (Ycg = 9.00 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 60.000 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        =  11.158 kips     Beam Shrtng (PL/AE)   =      0.245 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)       
--------------------------------------------------------------------------------------
      1827.873         740 1352.626     18.966 76812.500  1233.475     578.113        
 
 
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     26.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      26.1670     65.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      65.1631     75.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.1631     81.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.1631     84.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      84.1631     84.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      84.7050     90.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.2050     90.7050     No
      2      US#6[M19]       60.00        0.88       6.00      90.7050     91.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2050     91.3300     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 91.3300       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     **     9.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.537 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.93 ksi    0.00 ksi
    due to Composite Loads                                 -1.37 ksi    0.00 ksi
    due to Live Loads                                      -4.59 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                  9.54 ksi  ( 4.87 %)            11.29 ksi ( 5.76 %)
Total Prestress Losses                                    20.83 ksi (10.63 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    16.7    21.1    56.3   104.0   138.0   158.4   165.2
DC(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4   104.0   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    33.8    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   206.9   261.0   693.4  1265.2  1654.3  1885.3  1944.3
            V     113.2   109.1   108.0    98.4    83.1    67.9    47.1    31.9
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   113.2   109.1   108.0    98.4    84.0    70.3    57.2    44.6
            M       0.0   212.8   267.7   693.4  1198.5  1523.1  1661.3  1625.5
Total     : M+      0.0   439.3   554.4  1477.5  2712.6  3576.0  4091.9  4246.6
            V     215.4   206.0   203.4   181.4   145.4   109.5    67.9    32.0
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   215.4   206.0   203.4   181.4   146.3   111.9    78.0    44.7
            M       0.0   445.3   561.1  1477.5  2646.0  3444.8  3867.9  3927.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     158.4   138.0   104.0    56.3    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8   104.0    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    33.8    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1885.3  1654.3  1265.2   693.4   261.0   206.9     0.0
            V      47.1    67.9    83.1    98.4   108.0   109.1   113.2
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    57.2    70.3    84.0    98.4   108.0   109.1   113.2
            M    1661.3  1523.1  1198.5   693.4   267.7   212.8    -0.0
Total     : M+   4091.9  3576.0  2712.6  1477.5   554.4   439.3     0.0
            V      67.9   109.5   145.4   181.4   203.4   206.0   215.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.0   111.9   146.3   181.4   203.4   206.0   215.4
            M    3867.9  3444.8  2646.0  1477.5   561.1   445.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            36.2             36.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.3              7.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    16.7    21.1    56.3   104.0   138.0   158.4   165.2
DC(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4   104.0   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    33.8    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   165.5   208.8   554.7  1012.1  1323.5  1508.2  1555.4
            V      90.5    87.3    86.4    78.7    66.5    54.3    37.7    25.5
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    90.5    87.3    86.4    78.7    67.2    56.2    45.7    35.7
            M       0.0   170.2   214.2   554.7   958.8  1218.5  1329.0  1300.4
Total     : M+      0.0   398.0   502.2  1338.8  2459.6  3245.1  3714.8  3857.8
            V     192.7   184.2   181.8   161.7   128.8    95.9    58.5    25.6
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   192.7   184.2   181.8   161.7   129.5    97.8    66.6    35.8
            M       0.0   402.7   507.6  1338.8  2406.3  3140.2  3535.6  3602.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     158.4   138.0   104.0    56.3    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8   104.0    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    33.8    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1508.2  1323.5  1012.1   554.7   208.8   165.5     0.0
            V      37.7    54.3    66.5    78.7    86.4    87.3    90.5
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    45.7    56.2    67.2    78.7    86.4    87.3    90.5
            M    1329.0  1218.5   958.8   554.7   214.2   170.2    -0.0
Total     : M+   3714.8  3245.1  2459.6  1338.8   502.2   398.0     0.0
            V      58.5    95.9   128.8   161.7   181.8   184.2   192.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.6    97.8   129.5   161.7   181.8   184.2   192.7
            M    3535.6  3140.2  2406.3  1338.8   507.6   402.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0   107.6   135.8   362.9   669.8   889.1  1020.6  1064.4
(Max)       V      47.3    44.9    44.2    38.4    28.8    19.2     9.6     0.0
Self wt.  : M       0.0    77.5    97.8   261.3   482.3   640.1   734.8   766.4
(Min)       V      34.1    32.3    31.8    27.7    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    20.9    26.3    70.4   130.0   172.5   198.0   206.5
DC(Max)     V       9.2     8.7     8.6     7.5     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0    15.0    19.0    50.7    93.6   124.2   142.6   148.7
DC(Min)     V       6.6     6.3     6.2     5.4     4.0     2.7     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   103.0   130.0   347.3   641.0   850.8   976.6  1018.6
Haunch (Max)V      45.3    42.9    42.3    36.8    27.6    18.4     9.2     0.0
Deck +    : M       0.0    74.1    93.6   250.0   461.5   612.6   703.2   733.4
Haunch (Min)V      32.6    30.9    30.4    26.5    19.8    13.2     6.6     0.0
Diaphragm : M       0.0     0.4     0.5     1.3     2.8     4.2     5.6     7.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.0     2.0     3.0     4.0     5.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    47.8   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.6    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    34.4    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.2     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    31.7    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    13.7    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   362.0   456.7  1213.4  2214.0  2895.0  3299.2  3402.5
            V     198.0   190.9   189.0   172.1   145.5   118.8    82.4    55.8
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   198.0   190.9   189.0   172.1   147.0   123.0   100.0    78.0
            M       0.0   372.4   468.5  1213.4  2097.3  2665.5  2907.2  2844.6
Total     : M+      0.0   656.8   828.7  2207.6  4049.4  5331.6  6097.1  6321.7
            V     327.6   313.8   310.0   277.4   224.5   171.5   108.8    55.9
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   327.6   313.8   310.0   277.4   226.0   175.7   126.4    78.2
            M       0.0   667.2   840.6  2207.6  3932.7  5102.1  5705.1  5763.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M    1020.6   889.1   669.8   362.9   135.8   107.6     0.0
(Max)       V       9.6    19.2    28.8    38.4    44.2    44.9    47.3
Self wt.  : M     734.8   640.1   482.3   261.3    97.8    77.5     0.0
(Min)       V       6.9    13.8    20.7    27.7    31.8    32.3    34.1
DL-Prec.  : M     198.0   172.5   130.0    70.4    26.3    20.9     0.0
DC(Max)     V       1.9     3.7     5.6     7.5     8.6     8.7     9.2
DL-Prec.  : M     142.6   124.2    93.6    50.7    19.0    15.0     0.0
DC(Min)     V       1.3     2.7     4.0     5.4     6.2     6.3     6.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     976.6   850.8   641.0   347.3   130.0   103.0     0.0
Haunch (Max)V       9.2    18.4    27.6    36.8    42.3    42.9    45.3
Deck +    : M     703.2   612.6   461.5   250.0    93.6    74.1     0.0
Haunch (Min)V       6.6    13.2    19.8    26.5    30.4    30.9    32.6
Diaphragm : M       5.6     4.2     2.8     1.3     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.0     3.0     2.0     1.0     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     359.2   312.9   235.7   127.7    47.8    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.6    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    34.4    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.2    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    31.7    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.3    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    13.7    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3299.2  2895.0  2214.0  1213.4   456.7   362.0     0.0
            V      82.4   118.8   145.5   172.1   189.0   190.9   198.0
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   100.0   123.0   147.0   172.1   189.0   190.9   198.0
            M    2907.2  2665.5  2097.3  1213.4   468.5   372.4    -0.0
Total     : M+   6097.1  5331.6  4049.4  2207.6   828.7   656.8     0.0
            V     108.8   171.5   224.5   277.4   310.0   313.8   327.6
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   126.4   175.7   226.0   277.4   310.0   313.8   327.6
            M    5705.1  5102.1  3932.7  2207.6   840.6   667.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            45.3             45.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.2              9.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.7    21.1    56.3   104.0   138.0   158.4   165.2
DC(Max)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    82.4   104.0   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    33.8    29.4    22.1    14.7     7.4     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     1.1     2.2     3.3     4.5     5.6
(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    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     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   207.0   260.8   684.7  1219.2  1586.9  1772.0  1745.3
            V     114.1   110.1   109.1    99.8    85.5    65.5    51.2    36.9
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   114.1   110.1   109.1    99.8    85.5    71.2    56.9    42.6
            M       0.0   207.0   260.8   684.7  1219.2  1541.9  1652.9  1552.1
Total     : M+      0.0   439.4   554.2  1468.9  2666.7  3508.6  3978.6  4047.7
            V     216.3   207.0   204.5   182.8   147.8   107.1    72.1    37.0
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   216.3   207.0   204.5   182.8   147.8   112.7    77.7    42.7
            M       0.0   439.4   554.2  1468.9  2666.7  3463.6  3859.5  3854.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
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     158.4   138.0   104.0    56.3    21.1    16.7     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
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     781.3   680.6   512.8   277.8   104.0    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    33.8    34.3    36.2
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       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
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+   1772.0  1586.9  1219.2   684.7   260.8   207.0     0.0
            V      51.2    65.5    85.5    99.8   109.1   110.1   114.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    71.2    85.5    99.8   109.1   110.1   114.1
            M    1652.9  1541.9  1219.2   684.7   260.8   207.0     0.0
Total     : M+   3978.6  3508.6  2666.7  1468.9   554.2   439.4     0.0
            V      72.1   107.1   147.8   182.8   204.5   207.0   216.3
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    77.7   112.7   147.8   182.8   204.5   207.0   216.3
            M    3859.5  3463.6  2666.7  1468.9   554.2   439.4     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 


 
 
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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.054   0.100   0.133   0.152   0.158
Bottom        -0.000  -0.013  -0.017  -0.044  -0.081  -0.107  -0.122  -0.127
 
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  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.080   0.101   0.268   0.494   0.655   0.750   0.782
Bottom        -0.000  -0.065  -0.081  -0.217  -0.399  -0.527  -0.602  -0.628
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.027   0.050   0.066   0.076   0.079
Precast-top   -0.000   0.006   0.008   0.021   0.039   0.051   0.059   0.062
Bottom        -0.000  -0.017  -0.021  -0.056  -0.103  -0.136  -0.156  -0.163
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.006   0.015   0.028   0.037   0.042   0.044
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.033   0.034
Bottom        -0.000  -0.009  -0.012  -0.031  -0.057  -0.075  -0.086  -0.090
 
LL+I(+)
Topping-top   -0.000   0.055   0.070   0.185   0.337   0.439   0.500   0.516
Precast-top   -0.000   0.043   0.054   0.143   0.260   0.340   0.387   0.399
Bottom        -0.000  -0.113  -0.143  -0.379  -0.690  -0.900  -1.023  -1.055
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.085   0.227   0.415   0.543   0.618   0.639 
Precast-top   -0.062  -0.057  -0.003   0.434   1.005   1.383   1.574   1.664 
Bottom         0.431   1.605   1.535   0.978   0.250  -0.236  -0.496  -0.597 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.016   0.042   0.078   0.103   0.118   0.123 
Precast-top   -0.062  -0.100  -0.056   0.292   0.745   1.043   1.187   1.264 
Bottom         0.431   1.718   1.678   1.358   0.940   0.664   0.527   0.457 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 
 
As_top  , in2  0.699   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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.020   0.054   0.100   0.133   0.152   0.158
Bottom        -0.000  -0.013  -0.017  -0.044  -0.081  -0.107  -0.122  -0.127
 
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  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.080   0.101   0.268   0.494   0.655   0.750   0.782
Bottom        -0.000  -0.065  -0.081  -0.217  -0.399  -0.527  -0.602  -0.628
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.027   0.050   0.066   0.076   0.079
Precast-top   -0.000   0.006   0.008   0.021   0.039   0.051   0.059   0.062
Bottom        -0.000  -0.017  -0.021  -0.056  -0.103  -0.136  -0.156  -0.163
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.006   0.015   0.028   0.037   0.042   0.044
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.033   0.034
Bottom        -0.000  -0.009  -0.012  -0.031  -0.057  -0.075  -0.086  -0.090
 
LL+I(+)
Topping-top   -0.000   0.044   0.056   0.148   0.269   0.352   0.400   0.412
Precast-top   -0.000   0.034   0.043   0.114   0.208   0.272   0.310   0.319
Bottom        -0.000  -0.091  -0.114  -0.303  -0.552  -0.720  -0.818  -0.844
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.057   0.072   0.190   0.347   0.455   0.518   0.536 
Precast-top   -0.062  -0.066  -0.013   0.406   0.953   1.315   1.497   1.584 
Bottom         0.431   1.627   1.564   1.054   0.388  -0.056  -0.291  -0.386 
 

 
 
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    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.055   0.070   0.182   0.324   0.422   0.470   0.463
Precast-top   -0.000   0.043   0.054   0.141   0.251   0.326   0.364   0.358
Bottom        -0.000  -0.113  -0.143  -0.375  -0.665  -0.863  -0.961  -0.947
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.061   0.077   0.204   0.363   0.473   0.529   0.524 
Precast-top   -0.031  -0.007   0.026   0.287   0.623   0.848   0.957   0.990 
Bottom         0.215   0.746   0.696   0.304  -0.195  -0.532  -0.698  -0.718 
 

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
    327.6    6.5   67.9    0.570   2.2   6.00e-3 50.0    332.1     1.170    1.760      0.00
      0.0    0.5   67.7     41.9 0.137      29.7 0.87    12.00     0.101    1.460 
Transfer:   3.00
    313.8    6.5   67.9    2.573  10.0   1.66e-3 34.8    266.7     0.555    1.760      0.00
    667.2    2.3   66.8    189.0 0.130      71.9 2.14    12.00     0.101    1.896 
Critical:   6.21
    294.6    6.5   67.9    3.055  10.0  -0.00e-3 29.0    156.4     0.260    1.760      0.00
   1484.8    2.7   66.6    189.0 0.122     161.0 4.81    24.00     0.101    2.013 
0.1L    :   9.13
    277.4    6.5   67.9    3.490  10.0   0.07e-3 29.2    145.9     0.246    0.827      0.00
   2207.6    3.1   66.4    189.0 0.115     152.3 4.56    24.00     0.101    2.116 
0.2L    :  18.27
    226.0    6.5   65.1    4.340  10.0   1.13e-3 33.0    158.3     0.324    0.496      0.00
   3932.7    3.5   63.4    189.0 0.098      82.9 2.60    24.00     0.101    1.335 
0.3L    :  27.40
    175.7    6.5   66.6    4.340  10.0   2.34e-3 37.2    128.4     0.300    0.413      0.00
   5102.1    3.5   64.9    189.0 0.073      56.9 1.74    24.00     0.101    1.247 
0.4L    :  36.53
    126.4    6.5   68.0    4.340   0.0   2.74e-3 38.6     88.0     0.212    0.413      0.00
   5705.1    3.5   66.3    189.0 0.054      52.5 1.57    24.00     0.101    1.596 
0.5L    :  45.67
     78.2    6.5   68.0    4.340   0.0   2.43e-3 37.5     30.1     0.101    0.413      0.00
   5763.8    3.5   66.3    189.0 0.034      56.7 1.70    24.00     0.101    2.709 
0.6L    :  54.80
    126.4    6.5   68.0    4.340   0.0   2.74e-3 38.6     88.0     0.212    0.413      0.00
   5705.1    3.5   66.3    189.0 0.054      52.5 1.57    24.00     0.101    1.596 
0.7L    :  63.93
    175.7    6.5   66.6    4.340  10.0   2.34e-3 37.2    128.4     0.300    0.413      0.00
   5102.1    3.5   64.9    189.0 0.073      56.9 1.74    24.00     0.101    1.247 
0.8L    :  73.06
    226.0    6.5   65.1    4.340  10.0   1.13e-3 33.0    158.3     0.324    0.496      0.00
   3932.7    3.5   63.4    189.0 0.098      82.9 2.60    24.00     0.101    1.335 
0.9L    :  82.20
    277.4    6.5   67.9    3.490  10.0   0.07e-3 29.2    145.9     0.246    0.827      0.00
   2207.6    3.1   66.4    189.0 0.115     152.3 4.56    24.00     0.101    2.116 
Critical:  85.12
    294.6    6.5   67.9    3.055  10.0  -0.00e-3 29.0    156.4     0.260    1.760      0.00
   1484.8    2.7   66.6    189.0 0.122     161.0 4.81    24.00     0.101    2.013 
Transfer:  88.33
    313.8    6.5   67.9    2.573  10.0   1.66e-3 34.8    266.7     0.555    1.760      0.00
    667.2    2.3   66.8    189.0 0.130      71.9 2.14    12.00     0.101    1.896 
Bearing :  90.67
    327.6    6.5   67.9    0.570   2.2   6.00e-3 50.0    332.1     1.170    1.760      0.00
      0.0    0.5   67.7     41.9 0.137      29.7 0.87    12.00     0.101    1.460 
 

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
    327.6      5.38     67.92    0.51       67.66    24.00      0.300      1.044      0.000      0.000*
Transfer:      2.33
    313.8      5.22     67.92    2.30       66.77    24.00      0.300      0.991      0.000      1.760 
Critical:      5.55
    294.7      4.92     67.92    2.72       66.55    24.00      0.300      0.890      0.000      1.760 
0.1L    :      8.47
    277.4      4.64     67.92    3.11       66.36    24.00      0.300      0.798      0.000      0.827 
0.2L    :     17.60
    226.0      3.96     65.15    3.47       63.41    24.00      0.300      0.570      0.000      0.496 
0.3L    :     26.73
    175.7      3.01     66.60    3.47       64.86    24.00      0.300      0.253      0.000      0.413 
0.4L    :     35.87
    126.4      2.12     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.5L    :     45.00
     78.2      1.31     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    126.4      2.12     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.7L    :     63.27
    175.7      3.01     66.60    3.47       64.86    24.00      0.300      0.253      0.000      0.413 
0.8L    :     72.40
    226.0      3.96     65.15    3.47       63.41    24.00      0.300      0.570      0.000      0.496 
0.9L    :     81.53
    277.4      4.64     67.92    3.11       66.36    24.00      0.300      0.798      0.000      0.827 
Critical:     84.45
    294.7      4.92     67.92    2.72       66.55    24.00      0.300      0.890      0.000      1.760 
Transfer:     87.67
    313.8      5.22     67.92    2.30       66.77    24.00      0.300      0.991      0.000      1.760 
Bearing :     90.00
    327.6      5.38     67.92    0.51       67.66    24.00      0.300      1.044      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 = 8.47 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
Deck + Haunch  :                       -0.167  2.30     -0.383
DL-Prec. (DC)  :                       -0.034  3.00     -0.101
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.079
DL-Comp. (DW)  :                       -0.015  3.00     -0.044
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 17.60 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
Deck + Haunch  :                       -0.327  2.30     -0.752
DL-Prec. (DC)  :                       -0.066  3.00     -0.199
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.052  3.00     -0.156
DL-Comp. (DW)  :                       -0.029  3.00     -0.086
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 26.73 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
Deck + Haunch  :                       -0.452  2.30     -1.039
DL-Prec. (DC)  :                       -0.092  3.00     -0.275
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.072  3.00     -0.215
DL-Comp. (DW)  :                       -0.040  3.00     -0.119
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 35.87 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
Deck + Haunch  :                       -0.530  2.30     -1.219
DL-Prec. (DC)  :                       -0.107  3.00     -0.322
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.084  3.00     -0.253
DL-Comp. (DW)  :                       -0.046  3.00     -0.139
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 45.00 ft
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
Deck + Haunch  :                       -0.557  2.30     -1.282
DL-Prec. (DC)  :                       -0.113  3.00     -0.339
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.089  3.00     -0.266
DL-Comp. (DW)  :                       -0.049  3.00     -0.147
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 54.13 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
Deck + Haunch  :                       -0.530  2.30     -1.219
DL-Prec. (DC)  :                       -0.107  3.00     -0.322
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.084  3.00     -0.253
DL-Comp. (DW)  :                       -0.046  3.00     -0.139
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 63.27 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
Deck + Haunch  :                       -0.452  2.30     -1.039
DL-Prec. (DC)  :                       -0.092  3.00     -0.275
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.072  3.00     -0.215
DL-Comp. (DW)  :                       -0.040  3.00     -0.119
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 72.40 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
Deck + Haunch  :                       -0.327  2.30     -0.752
DL-Prec. (DC)  :                       -0.066  3.00     -0.199
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.052  3.00     -0.156
DL-Comp. (DW)  :                       -0.029  3.00     -0.086
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 81.53 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
Deck + Haunch  :                       -0.167  2.30     -0.383
DL-Prec. (DC)  :                       -0.034  3.00     -0.101
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.026  3.00     -0.079
DL-Comp. (DW)  :                       -0.015  3.00     -0.044
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
   656.8    62.7  2.858  266.7    2.7   2.30   3912.5  0.074T 1.00       -       -     -     -  
H/2     :   2.97
   828.7    62.8  2.964  266.6    2.8   2.38   4058.8  0.071T 1.00       -       -     -     -  
0.1L    :   8.47
  2207.6    63.7  3.878  265.7    3.7   3.11   5335.2  0.054T 1.00       -       -     -     -  
0.2L    :  17.60
  4049.4    65.1  4.340  265.3    4.1   3.47   6083.6  0.048T 1.00   5260.5  5260.5    1.16    -  
0.3L    :  26.73
  5331.6    66.6  4.340  265.4    4.1   3.47   6225.0  0.048T 1.00   5249.4  5249.4    1.19    -  
0.4L    :  35.87
  6097.1    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5303.5  5303.5    1.20    -  
0.5L    :  45.00
  6321.7    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5271.4  5271.4    1.21    -  
0.6L    :  54.13
  6097.1    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5303.5  5303.5    1.20    -  
0.7L    :  63.27
  5331.6    66.6  4.340  265.4    4.1   3.47   6225.0  0.048T 1.00   5249.4  5249.4    1.19    -  
0.8L    :  72.40
  4049.4    65.1  4.340  265.3    4.1   3.47   6083.6  0.048T 1.00   5260.5  5260.5    1.16    -  
0.9L    :  81.53
  2207.6    63.7  3.878  265.7    3.7   3.11   5335.2  0.054T 1.00       -       -     -     -  
H/2     :  87.03
   828.7    62.8  2.964  266.6    2.8   2.38   4058.8  0.071T 1.00       -       -     -     -  
Transfer:  87.67
   656.8    62.7  2.858  266.7    2.7   2.30   3912.5  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     0.031
        M   2.00 Fb     0.161
 
  2   2 E  60.00 Ft     0.319
        M   2.00 Fb     0.113
 
  3   2 E   6.00 Ft     0.269
        M   6.00 Fb     0.339
 
  4   2 E   6.00 Ft     0.219
        M   6.00 Fb     0.565
 
  5   2 E   6.00 Ft     0.170
        M   6.00 Fb     0.790
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.038
 
  7   2 E   2.00 Ft     0.015
        M   2.00 Fb     1.287
 
  8   2 E   2.00 Ft    -0.062
        M   2.00 Fb     1.535
 
  9   2 E   2.00 Ft    -0.139
        M   2.00 Fb     1.783
 
 10   2 E   2.00 Ft    -0.216
        M   2.00 Fb     2.031
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 91.33            Release Length, ft: 91.33
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:  4.87 %               Final losses: 10.63 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.031     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.216       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     6321.74     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   0.639     Midspan    1.800   0.123     Midspan
    Pre.Top:   3.600   1.664     Midspan    2.700   1.264     Midspan
    Pre.Bot:   3.600   1.605    Transfer    2.700   1.718    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.066    Transfer
    Pre.Bot:  -0.465  -0.386     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.990     Midspan
    Pre.Bot:                                                             2.400   0.746    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
Deck + Haunch  :                       -0.557  2.30     -1.282
DL-Prec. (DC)  :                       -0.113  3.00     -0.339
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.089  3.00     -0.266
DL-Comp. (DW)  :                       -0.049  3.00     -0.147
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.786   (Calculated)    
Live Moment (1  lane  loaded)  : 0.546   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.128   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.902   (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     8.47    17.60    26.73    35.87    45.00
 
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    28.20    28.20    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424752   431782   431872   432669   434066   435556   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    47.02    47.01    46.99    46.97    46.95    46.95
  MI(Ixx) , in4  1018287  1042918  1043081  1044514  1046963  1049499  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 ( 36.53 ft from member end )
END PATTERN (Ycg = 9.00 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 60.000 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        =  11.158 kips     Beam Shrtng (PL/AE)   =      0.245 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)       
--------------------------------------------------------------------------------------
      1827.873         740 1352.626     18.966 76812.500  1233.475     578.113        
 
 
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     26.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      26.1670     65.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      65.1631     75.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.1631     81.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.1631     84.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      84.1631     84.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      84.7050     90.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.2050     90.7050     No
      2      US#6[M19]       60.00        0.88       6.00      90.7050     91.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2050     91.3300     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 91.3300       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     **     9.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.537 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.23 ksi    0.00 ksi
    due to Composite Loads                                 -1.36 ksi    0.00 ksi
    due to Live Loads                                      -4.46 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                  9.54 ksi  ( 4.87 %)            11.14 ksi ( 5.68 %)
Total Prestress Losses                                    20.68 ksi (10.55 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   203.2   256.4   681.2  1242.9  1625.2  1852.1  1910.1
            V     129.2   124.6   123.3   112.3    94.9    77.6    53.8    36.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.2   124.6   123.3   112.3    96.0    80.3    65.3    50.9
            M       0.0   209.1   263.0   681.2  1177.4  1496.4  1632.1  1596.9
Total     : M+      0.0   442.9   558.9  1489.7  2735.6  3607.3  4128.8  4286.5
            V     234.6   224.5   221.7   197.9   159.2   120.5    75.4    36.6
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   234.6   224.5   221.7   197.9   160.2   123.2    86.9    51.2
            M       0.0   448.7   565.5  1489.7  2670.1  3478.5  3908.7  3973.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1852.1  1625.2  1242.9   681.2   256.4   203.2     0.0
            V      53.8    77.6    94.9   112.3   123.3   124.6   129.2
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    65.3    80.3    96.0   112.3   123.3   124.6   129.2
            M    1632.1  1496.4  1177.4   681.2   263.0   209.1    -0.0
Total     : M+   4128.8  3607.3  2735.6  1489.7   558.9   442.9     0.0
            V      75.4   120.5   159.2   197.9   221.7   224.5   234.6
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    86.9   123.2   160.2   197.9   221.7   224.5   234.6
            M    3908.7  3478.5  2670.1  1489.7   565.5   448.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            41.1             41.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   162.6   205.1   544.9   994.3  1300.2  1481.7  1528.1
            V     103.4    99.7    98.7    89.9    76.0    62.1    43.0    29.1
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   103.4    99.7    98.7    89.9    76.8    64.2    52.2    40.7
            M       0.0   167.3   210.4   544.9   941.9  1197.1  1305.7  1277.5
Total     : M+      0.0   402.2   507.6  1353.4  2487.1  3282.3  3758.4  3904.4
            V     208.8   199.6   197.1   175.5   140.2   105.0    64.6    29.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.8   199.6   197.1   175.5   141.0   107.2    73.8    41.0
            M       0.0   406.9   512.9  1353.4  2434.6  3179.2  3582.3  3653.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1481.7  1300.2   994.3   544.9   205.1   162.6     0.0
            V      43.0    62.1    76.0    89.9    98.7    99.7   103.4
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    52.2    64.2    76.8    89.9    98.7    99.7   103.4
            M    1305.7  1197.1   941.9   544.9   210.4   167.3    -0.0
Total     : M+   3758.4  3282.3  2487.1  1353.4   507.6   402.2     0.0
            V      64.6   105.0   140.2   175.5   197.1   199.6   208.8
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    73.8   107.2   141.0   175.5   197.1   199.6   208.8
            M    3582.3  3179.2  2434.6  1353.4   512.9   406.9    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0   107.6   135.8   362.9   669.8   889.1  1020.6  1064.4
(Max)       V      47.3    44.9    44.2    38.4    28.8    19.2     9.6     0.0
Self wt.  : M       0.0    77.5    97.8   261.3   482.3   640.1   734.8   766.4
(Min)       V      34.1    32.3    31.8    27.7    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    15.6    19.7    52.5    96.9   128.7   147.7   154.1
DC(Max)     V       6.8     6.5     6.4     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    14.2    37.8    69.8    92.6   106.3   110.9
DC(Min)     V       4.9     4.7     4.6     4.0     3.0     2.0     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
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   116.9   147.6   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.0    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.2   106.2   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    34.6    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.9     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.9    47.8   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.6    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    34.4    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.2     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    31.7    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    13.7    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   355.7   448.6  1192.0  2175.1  2844.2  3241.2  3342.7
            V     226.2   218.0   215.8   196.6   166.2   135.7    94.1    63.7
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   226.2   218.0   215.8   196.6   167.9   140.5   114.2    89.1
            M       0.0   365.9   460.3  1192.0  2060.5  2618.7  2856.1  2794.6
Total     : M+      0.0   659.4   832.1  2216.8  4067.0  5356.3  6126.7  6354.5
            V     359.7   344.6   340.6   305.1   247.6   190.1   121.5    64.0
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   359.7   344.6   340.6   305.1   249.4   194.9   141.6    89.4
            M       0.0   669.6   843.7  2216.8  3952.4  5130.8  5741.6  5806.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M    1020.6   889.1   669.8   362.9   135.8   107.6     0.0
(Max)       V       9.6    19.2    28.8    38.4    44.2    44.9    47.3
Self wt.  : M     734.8   640.1   482.3   261.3    97.8    77.5     0.0
(Min)       V       6.9    13.8    20.7    27.7    31.8    32.3    34.1
DL-Prec.  : M     147.7   128.7    96.9    52.5    19.7    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.4     6.5     6.8
DL-Prec.  : M     106.3    92.6    69.8    37.8    14.2    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.6     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1108.9   966.0   727.8   394.3   147.6   116.9     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.0    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9   106.2    84.2     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    34.6    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    47.8    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.6    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    34.4    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.2    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    31.7    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.3    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    13.7    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3241.2  2844.2  2175.1  1192.0   448.6   355.7     0.0
            V      94.1   135.7   166.2   196.6   215.8   218.0   226.2
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   114.2   140.5   167.9   196.6   215.8   218.0   226.2
            M    2856.1  2618.7  2060.5  1192.0   460.3   365.9    -0.0
Total     : M+   6126.7  5356.3  4067.0  2216.8   832.1   659.4     0.0
            V     121.5   190.1   247.6   305.1   340.6   344.6   359.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   141.6   194.9   249.4   305.1   340.6   344.6   359.7
            M    5741.6  5130.8  3952.4  2216.8   843.7   669.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     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     2.1     4.4     6.7     9.0    11.2
(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    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     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   141.4   178.1   467.7   832.8  1084.0  1210.4  1192.2
            V     104.2   100.6    99.7    91.2    78.1    59.9    46.8    33.7
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   104.2   100.6    99.7    91.2    78.1    65.0    52.0    38.9
            M       0.0   141.4   178.1   467.7   832.8  1053.3  1129.1  1060.2
Total     : M+      0.0   381.0   480.6  1276.2  2325.5  3066.1  3487.1  3568.5
            V     209.6   200.5   198.1   176.8   142.3   102.8    68.4    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.6   200.5   198.1   176.8   142.3   107.9    73.5    39.1
            M       0.0   381.0   480.6  1276.2  2325.5  3035.3  3405.7  3436.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
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     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
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+   1210.4  1084.0   832.8   467.7   178.1   141.4     0.0
            V      46.8    59.9    78.1    91.2    99.7   100.6   104.2
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    52.0    65.0    78.1    91.2    99.7   100.6   104.2
            M    1129.1  1053.3   832.8   467.7   178.1   141.4     0.0
Total     : M+   3487.1  3066.1  2325.5  1276.2   480.6   381.0     0.0
            V      68.4   102.8   142.3   176.8   198.1   200.5   209.6
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    73.5   107.9   142.3   176.8   198.1   200.5   209.6
            M    3405.7  3035.3  2325.5  1276.2   480.6   381.0     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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 


 
 
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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.015   0.041   0.075   0.099   0.113   0.118
Bottom        -0.000  -0.010  -0.012  -0.033  -0.060  -0.080  -0.091  -0.095
 
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   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.090   0.114   0.305   0.561   0.743   0.851   0.888
Bottom        -0.000  -0.073  -0.092  -0.246  -0.453  -0.598  -0.683  -0.713
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.021  -0.055  -0.102  -0.134  -0.154  -0.160
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.014   0.025   0.034   0.038   0.040
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  -0.030  -0.056  -0.074  -0.085  -0.089
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.166   0.302   0.395   0.449   0.463
Precast-top   -0.000   0.037   0.047   0.125   0.228   0.298   0.339   0.350
Bottom        -0.000  -0.110  -0.139  -0.368  -0.669  -0.873  -0.992  -1.023
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.077   0.205   0.374   0.489   0.557   0.576 
Precast-top   -0.062  -0.057  -0.002   0.437   1.010   1.390   1.583   1.675 
Bottom         0.431   1.603   1.533   0.972   0.237  -0.253  -0.516  -0.619 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.014   0.039   0.071   0.094   0.108   0.113 
Precast-top   -0.062  -0.094  -0.049   0.312   0.782   1.092   1.244   1.325 
Bottom         0.431   1.713   1.671   1.340   0.907   0.620   0.476   0.404 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 
 
As_top  , in2  0.699   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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.015   0.041   0.075   0.099   0.113   0.118
Bottom        -0.000  -0.010  -0.012  -0.033  -0.060  -0.080  -0.091  -0.095
 
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   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.090   0.114   0.305   0.561   0.743   0.851   0.888
Bottom        -0.000  -0.073  -0.092  -0.246  -0.453  -0.598  -0.683  -0.713
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.021  -0.055  -0.102  -0.134  -0.154  -0.160
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.014   0.025   0.034   0.038   0.040
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  -0.030  -0.056  -0.074  -0.085  -0.089
 
LL+I(+)
Topping-top   -0.000   0.040   0.050   0.133   0.242   0.316   0.359   0.370
Precast-top   -0.000   0.030   0.038   0.100   0.182   0.238   0.271   0.280
Bottom        -0.000  -0.088  -0.111  -0.294  -0.536  -0.698  -0.793  -0.818
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.051   0.064   0.171   0.313   0.410   0.467   0.483 
Precast-top   -0.062  -0.064  -0.011   0.412   0.964   1.331   1.516   1.605 
Bottom         0.431   1.625   1.560   1.045   0.371  -0.079  -0.317  -0.415 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.114   0.203   0.263   0.293   0.289
Precast-top   -0.000   0.026   0.033   0.086   0.153   0.199   0.222   0.218
Bottom        -0.000  -0.076  -0.096  -0.253  -0.449  -0.582  -0.648  -0.638
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.040   0.051   0.133   0.238   0.310   0.348   0.345 
Precast-top   -0.031  -0.021   0.008   0.242   0.544   0.745   0.844   0.881 
Bottom         0.215   0.780   0.739   0.417   0.005  -0.272  -0.410  -0.437 
 

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
    359.7    6.5   67.9    0.569   2.2   6.00e-3 50.0    367.8     1.295    1.760      0.21
      0.0    0.5   67.7     41.9 0.151      29.7 0.87    12.00     0.101    1.330 
Transfer:   3.00
    344.6    6.5   67.9    2.567  10.0   2.52e-3 37.8    317.0     0.735    1.760      0.00
    669.6    2.0   66.9    189.0 0.143      56.0 1.66    12.00     0.101    1.729 
Critical:   6.22
    323.8    6.5   67.9    3.051  10.0   0.59e-3 31.0    237.8     0.429    1.760      0.00
   1493.8    2.4   66.7    189.0 0.134     112.0 3.34    12.00     0.101    1.836 
0.1L    :   9.13
    305.1    6.5   67.9    3.484  10.0   0.37e-3 30.3    202.9     0.356    0.827      0.00
   2216.8    2.7   66.6    189.0 0.127     126.1 3.77    12.00     0.101    1.791 
0.2L    :  18.27
    249.4    6.5   65.1    4.340  10.0   1.33e-3 33.7    190.2     0.398    0.496      0.00
   3952.4    3.1   63.6    189.0 0.108      76.9 2.40    24.00     0.101    1.169 
0.3L    :  27.40
    194.9    6.5   66.6    4.340  10.0   2.51e-3 37.8    152.1     0.363    0.413      0.00
   5130.8    3.1   65.1    189.0 0.081      54.5 1.66    24.00     0.101    1.098 
0.4L    :  36.53
    141.6    6.5   68.0    4.340   0.0   2.89e-3 39.1    106.5     0.260    0.413      0.00
   5741.6    3.1   66.5    189.0 0.061      50.8 1.52    24.00     0.101    1.398 
0.5L    :  45.67
     89.4    6.5   68.0    4.340   0.0   2.56e-3 38.0     44.3     0.104    0.413      0.00
   5806.4    3.1   66.5    189.0 0.038      55.0 1.64    24.00     0.101    2.328 
0.6L    :  54.80
    141.6    6.5   68.0    4.340   0.0   2.89e-3 39.1    106.5     0.260    0.413      0.00
   5741.6    3.1   66.5    189.0 0.061      50.8 1.52    24.00     0.101    1.398 
0.7L    :  63.93
    194.9    6.5   66.6    4.340  10.0   2.51e-3 37.8    152.1     0.363    0.413      0.00
   5130.8    3.1   65.1    189.0 0.081      54.5 1.66    24.00     0.101    1.098 
0.8L    :  73.06
    249.4    6.5   65.1    4.340  10.0   1.33e-3 33.7    190.2     0.398    0.496      0.00
   3952.4    3.1   63.6    189.0 0.108      76.9 2.40    24.00     0.101    1.169 
0.9L    :  82.20
    305.1    6.5   67.9    3.484  10.0   0.37e-3 30.3    202.9     0.356    0.827      0.00
   2216.8    2.7   66.6    189.0 0.127     126.1 3.77    12.00     0.101    1.791 
Critical:  85.11
    323.8    6.5   67.9    3.051  10.0   0.59e-3 31.0    237.8     0.429    1.760      0.00
   1493.8    2.4   66.7    189.0 0.134     112.0 3.34    12.00     0.101    1.836 
Transfer:  88.33
    344.6    6.5   67.9    2.567  10.0   2.52e-3 37.8    317.0     0.735    1.760      0.00
    669.6    2.0   66.9    189.0 0.143      56.0 1.66    12.00     0.101    1.729 
Bearing :  90.67
    359.7    6.5   67.9    0.569   2.2   6.00e-3 50.0    367.8     1.295    1.760      0.21
      0.0    0.5   67.7     41.9 0.151      29.7 0.87    12.00     0.101    1.330 
 

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
    359.7      5.90     67.92    0.45       67.69    24.00      0.300      1.218      0.000      0.000*
Transfer:      2.33
    344.6      5.72     67.92    2.02       66.91    24.00      0.300      1.158      0.000      1.760 
Critical:      5.56
    323.8      5.39     67.92    2.39       66.72    24.00      0.300      1.048      0.000      1.760 
0.1L    :      8.47
    305.1      5.09     67.92    2.73       66.55    24.00      0.300      0.948      0.000      0.827 
0.2L    :     17.60
    249.4      4.35     65.15    3.06       63.62    24.00      0.300      0.702      0.000      0.496 
0.3L    :     26.73
    194.9      3.33     66.60    3.06       65.07    24.00      0.300      0.359      0.000      0.413 
0.4L    :     35.87
    141.6      2.36     68.05    3.06       66.52    24.00      0.300      0.038      0.000      0.413 
0.5L    :     45.00
     89.4      1.49     68.05    3.06       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    141.6      2.36     68.05    3.06       66.52    24.00      0.300      0.038      0.000      0.413 
0.7L    :     63.27
    194.9      3.33     66.60    3.06       65.07    24.00      0.300      0.359      0.000      0.413 
0.8L    :     72.40
    249.4      4.35     65.15    3.06       63.62    24.00      0.300      0.702      0.000      0.496 
0.9L    :     81.53
    305.1      5.09     67.92    2.73       66.55    24.00      0.300      0.948      0.000      0.827 
Critical:     84.44
    323.8      5.39     67.92    2.39       66.72    24.00      0.300      1.048      0.000      1.760 
Transfer:     87.67
    344.6      5.72     67.92    2.02       66.91    24.00      0.300      1.158      0.000      1.760 
Bearing :     90.00
    359.7      5.90     67.92    0.45       67.69    24.00      0.300      1.218      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 = 8.47 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
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          :       0.321            0.568            0.665
 
At 0.2 x L = 17.60 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
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          :       0.558            0.985            1.149
 
At 0.3 x L = 26.73 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
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          :       0.719            1.268            1.475
 
At 0.4 x L = 35.87 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
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          :       0.812            1.430            1.661
 
At 0.5 x L = 45.00 ft
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
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          :       0.844            1.486            1.725
 
At 0.6 x L = 54.13 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
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          :       0.812            1.430            1.661
 
At 0.7 x L = 63.27 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
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          :       0.719            1.268            1.475
 
At 0.8 x L = 72.40 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
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          :       0.558            0.985            1.149
 
At 0.9 x L = 81.53 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
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          :       0.321            0.568            0.665
 

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
   659.4    62.7  2.853  267.1    2.4   2.02   3919.2  0.084T 1.00       -       -     -     -  
H/2     :   2.97
   832.1    62.8  2.958  267.0    2.5   2.09   4066.5  0.081T 1.00       -       -     -     -  
0.1L    :   8.47
  2216.8    63.7  3.871  266.2    3.2   2.73   5352.6  0.062T 1.00       -       -     -     -  
0.2L    :  17.60
  4067.0    65.1  4.340  265.8    3.6   3.06   6116.6  0.055T 1.00   5294.2  5294.2    1.16    -  
0.3L    :  26.73
  5356.3    66.6  4.340  265.9    3.6   3.06   6258.1  0.055T 1.00   5271.1  5271.1    1.19    -  
0.4L    :  35.87
  6126.7    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5318.8  5318.8    1.20    -  
0.5L    :  45.00
  6354.5    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5283.5  5283.5    1.21    -  
0.6L    :  54.13
  6126.7    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5318.8  5318.8    1.20    -  
0.7L    :  63.27
  5356.3    66.6  4.340  265.9    3.6   3.06   6258.1  0.055T 1.00   5271.1  5271.1    1.19    -  
0.8L    :  72.40
  4067.0    65.1  4.340  265.8    3.6   3.06   6116.6  0.055T 1.00   5294.2  5294.2    1.16    -  
0.9L    :  81.53
  2216.8    63.7  3.871  266.2    3.2   2.73   5352.6  0.062T 1.00       -       -     -     -  
H/2     :  87.03
   832.1    62.8  2.958  267.0    2.5   2.09   4066.5  0.081T 1.00       -       -     -     -  
Transfer:  87.67
   659.4    62.7  2.853  267.1    2.4   2.02   3919.2  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     0.031
        M   2.00 Fb     0.161
 
  2   2 E  60.00 Ft     0.319
        M   2.00 Fb     0.113
 
  3   2 E   6.00 Ft     0.269
        M   6.00 Fb     0.339
 
  4   2 E   6.00 Ft     0.219
        M   6.00 Fb     0.565
 
  5   2 E   6.00 Ft     0.170
        M   6.00 Fb     0.790
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.038
 
  7   2 E   2.00 Ft     0.015
        M   2.00 Fb     1.287
 
  8   2 E   2.00 Ft    -0.062
        M   2.00 Fb     1.535
 
  9   2 E   2.00 Ft    -0.139
        M   2.00 Fb     1.783
 
 10   2 E   2.00 Ft    -0.216
        M   2.00 Fb     2.031
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 91.33            Release Length, ft: 91.33
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:  4.87 %               Final losses: 10.55 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.031     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.216       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     6354.46     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   0.576     Midspan    1.800   0.113     Midspan
    Pre.Top:   3.600   1.675     Midspan    2.700   1.325     Midspan
    Pre.Bot:   3.600   1.603    Transfer    2.700   1.713    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.064    Transfer
    Pre.Bot:  -0.465  -0.415     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.881     Midspan
    Pre.Bot:                                                             2.400   0.780    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
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          :       0.844            1.486            1.725
 
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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.786   (Calculated)    
Live Moment (1  lane  loaded)  : 0.546   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.128   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.902   (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     8.47    17.60    26.73    35.87    45.00
 
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    28.20    28.20    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424752   431782   431872   432669   434066   435556   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    47.02    47.01    46.99    46.97    46.95    46.95
  MI(Ixx) , in4  1018287  1042918  1043081  1044514  1046963  1049499  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 ( 36.53 ft from member end )
END PATTERN (Ycg = 9.00 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 60.000 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        =  11.158 kips     Beam Shrtng (PL/AE)   =      0.245 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)       
--------------------------------------------------------------------------------------
      1827.873         740 1352.626     18.966 76812.500  1233.475     578.113        
 
 
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     26.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      26.1670     65.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      65.1631     75.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.1631     81.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.1631     84.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      84.1631     84.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      84.7050     90.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.2050     90.7050     No
      2      US#6[M19]       60.00        0.88       6.00      90.7050     91.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2050     91.3300     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 91.3300       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     **     9.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.537 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.23 ksi    0.00 ksi
    due to Composite Loads                                 -1.36 ksi    0.00 ksi
    due to Live Loads                                      -4.46 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                  9.54 ksi  ( 4.87 %)            11.14 ksi ( 5.68 %)
Total Prestress Losses                                    20.68 ksi (10.55 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   203.2   256.4   681.2  1242.9  1625.2  1852.1  1910.1
            V     129.2   124.6   123.3   112.3    94.9    77.6    53.8    36.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.2   124.6   123.3   112.3    96.0    80.3    65.3    50.9
            M       0.0   209.1   263.0   681.2  1177.4  1496.4  1632.1  1596.9
Total     : M+      0.0   442.9   558.9  1489.7  2735.6  3607.3  4128.8  4286.5
            V     234.6   224.5   221.7   197.9   159.2   120.5    75.4    36.6
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   234.6   224.5   221.7   197.9   160.2   123.2    86.9    51.2
            M       0.0   448.7   565.5  1489.7  2670.1  3478.5  3908.7  3973.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1852.1  1625.2  1242.9   681.2   256.4   203.2     0.0
            V      53.8    77.6    94.9   112.3   123.3   124.6   129.2
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    65.3    80.3    96.0   112.3   123.3   124.6   129.2
            M    1632.1  1496.4  1177.4   681.2   263.0   209.1    -0.0
Total     : M+   4128.8  3607.3  2735.6  1489.7   558.9   442.9     0.0
            V      75.4   120.5   159.2   197.9   221.7   224.5   234.6
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    86.9   123.2   160.2   197.9   221.7   224.5   234.6
            M    3908.7  3478.5  2670.1  1489.7   565.5   448.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            41.1             41.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   162.6   205.1   544.9   994.3  1300.2  1481.7  1528.1
            V     103.4    99.7    98.7    89.9    76.0    62.1    43.0    29.1
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   103.4    99.7    98.7    89.9    76.8    64.2    52.2    40.7
            M       0.0   167.3   210.4   544.9   941.9  1197.1  1305.7  1277.5
Total     : M+      0.0   402.2   507.6  1353.4  2487.1  3282.3  3758.4  3904.4
            V     208.8   199.6   197.1   175.5   140.2   105.0    64.6    29.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.8   199.6   197.1   175.5   141.0   107.2    73.8    41.0
            M       0.0   406.9   512.9  1353.4  2434.6  3179.2  3582.3  3653.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1481.7  1300.2   994.3   544.9   205.1   162.6     0.0
            V      43.0    62.1    76.0    89.9    98.7    99.7   103.4
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    52.2    64.2    76.8    89.9    98.7    99.7   103.4
            M    1305.7  1197.1   941.9   544.9   210.4   167.3    -0.0
Total     : M+   3758.4  3282.3  2487.1  1353.4   507.6   402.2     0.0
            V      64.6   105.0   140.2   175.5   197.1   199.6   208.8
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    73.8   107.2   141.0   175.5   197.1   199.6   208.8
            M    3582.3  3179.2  2434.6  1353.4   512.9   406.9    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0   107.6   135.8   362.9   669.8   889.1  1020.6  1064.4
(Max)       V      47.3    44.9    44.2    38.4    28.8    19.2     9.6     0.0
Self wt.  : M       0.0    77.5    97.8   261.3   482.3   640.1   734.8   766.4
(Min)       V      34.1    32.3    31.8    27.7    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    15.6    19.7    52.5    96.9   128.7   147.7   154.1
DC(Max)     V       6.8     6.5     6.4     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    14.2    37.8    69.8    92.6   106.3   110.9
DC(Min)     V       4.9     4.7     4.6     4.0     3.0     2.0     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
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   116.9   147.6   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.0    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.2   106.2   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    34.6    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.9     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.9    47.8   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.6    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    34.4    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.2     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    31.7    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    13.7    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   355.7   448.6  1192.0  2175.1  2844.2  3241.2  3342.7
            V     226.2   218.0   215.8   196.6   166.2   135.7    94.1    63.7
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   226.2   218.0   215.8   196.6   167.9   140.5   114.2    89.1
            M       0.0   365.9   460.3  1192.0  2060.5  2618.7  2856.1  2794.6
Total     : M+      0.0   659.4   832.1  2216.8  4067.0  5356.3  6126.7  6354.5
            V     359.7   344.6   340.6   305.1   247.6   190.1   121.5    64.0
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   359.7   344.6   340.6   305.1   249.4   194.9   141.6    89.4
            M       0.0   669.6   843.7  2216.8  3952.4  5130.8  5741.6  5806.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M    1020.6   889.1   669.8   362.9   135.8   107.6     0.0
(Max)       V       9.6    19.2    28.8    38.4    44.2    44.9    47.3
Self wt.  : M     734.8   640.1   482.3   261.3    97.8    77.5     0.0
(Min)       V       6.9    13.8    20.7    27.7    31.8    32.3    34.1
DL-Prec.  : M     147.7   128.7    96.9    52.5    19.7    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.4     6.5     6.8
DL-Prec.  : M     106.3    92.6    69.8    37.8    14.2    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.6     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1108.9   966.0   727.8   394.3   147.6   116.9     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.0    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9   106.2    84.2     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    34.6    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    47.8    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.6    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    34.4    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.2    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    31.7    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.3    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    13.7    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3241.2  2844.2  2175.1  1192.0   448.6   355.7     0.0
            V      94.1   135.7   166.2   196.6   215.8   218.0   226.2
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   114.2   140.5   167.9   196.6   215.8   218.0   226.2
            M    2856.1  2618.7  2060.5  1192.0   460.3   365.9    -0.0
Total     : M+   6126.7  5356.3  4067.0  2216.8   832.1   659.4     0.0
            V     121.5   190.1   247.6   305.1   340.6   344.6   359.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   141.6   194.9   249.4   305.1   340.6   344.6   359.7
            M    5741.6  5130.8  3952.4  2216.8   843.7   669.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     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     2.1     4.4     6.7     9.0    11.2
(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    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     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   141.4   178.1   467.7   832.8  1084.0  1210.4  1192.2
            V     104.2   100.6    99.7    91.2    78.1    59.9    46.8    33.7
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   104.2   100.6    99.7    91.2    78.1    65.0    52.0    38.9
            M       0.0   141.4   178.1   467.7   832.8  1053.3  1129.1  1060.2
Total     : M+      0.0   381.0   480.6  1276.2  2325.5  3066.1  3487.1  3568.5
            V     209.6   200.5   198.1   176.8   142.3   102.8    68.4    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.6   200.5   198.1   176.8   142.3   107.9    73.5    39.1
            M       0.0   381.0   480.6  1276.2  2325.5  3035.3  3405.7  3436.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
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     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
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+   1210.4  1084.0   832.8   467.7   178.1   141.4     0.0
            V      46.8    59.9    78.1    91.2    99.7   100.6   104.2
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    52.0    65.0    78.1    91.2    99.7   100.6   104.2
            M    1129.1  1053.3   832.8   467.7   178.1   141.4     0.0
Total     : M+   3487.1  3066.1  2325.5  1276.2   480.6   381.0     0.0
            V      68.4   102.8   142.3   176.8   198.1   200.5   209.6
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    73.5   107.9   142.3   176.8   198.1   200.5   209.6
            M    3405.7  3035.3  2325.5  1276.2   480.6   381.0     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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 


 
 
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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.015   0.041   0.075   0.099   0.113   0.118
Bottom        -0.000  -0.010  -0.012  -0.033  -0.060  -0.080  -0.091  -0.095
 
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   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.090   0.114   0.305   0.561   0.743   0.851   0.888
Bottom        -0.000  -0.073  -0.092  -0.246  -0.453  -0.598  -0.683  -0.713
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.021  -0.055  -0.102  -0.134  -0.154  -0.160
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.014   0.025   0.034   0.038   0.040
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  -0.030  -0.056  -0.074  -0.085  -0.089
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.166   0.302   0.395   0.449   0.463
Precast-top   -0.000   0.037   0.047   0.125   0.228   0.298   0.339   0.350
Bottom        -0.000  -0.110  -0.139  -0.368  -0.669  -0.873  -0.992  -1.023
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.077   0.205   0.374   0.489   0.557   0.576 
Precast-top   -0.062  -0.057  -0.002   0.437   1.010   1.390   1.583   1.675 
Bottom         0.431   1.603   1.533   0.972   0.237  -0.253  -0.516  -0.619 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.014   0.039   0.071   0.094   0.108   0.113 
Precast-top   -0.062  -0.094  -0.049   0.312   0.782   1.092   1.244   1.325 
Bottom         0.431   1.713   1.671   1.340   0.907   0.620   0.476   0.404 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 
 
As_top  , in2  0.699   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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.015   0.041   0.075   0.099   0.113   0.118
Bottom        -0.000  -0.010  -0.012  -0.033  -0.060  -0.080  -0.091  -0.095
 
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   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.090   0.114   0.305   0.561   0.743   0.851   0.888
Bottom        -0.000  -0.073  -0.092  -0.246  -0.453  -0.598  -0.683  -0.713
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.021  -0.055  -0.102  -0.134  -0.154  -0.160
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.014   0.025   0.034   0.038   0.040
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  -0.030  -0.056  -0.074  -0.085  -0.089
 
LL+I(+)
Topping-top   -0.000   0.040   0.050   0.133   0.242   0.316   0.359   0.370
Precast-top   -0.000   0.030   0.038   0.100   0.182   0.238   0.271   0.280
Bottom        -0.000  -0.088  -0.111  -0.294  -0.536  -0.698  -0.793  -0.818
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.051   0.064   0.171   0.313   0.410   0.467   0.483 
Precast-top   -0.062  -0.064  -0.011   0.412   0.964   1.331   1.516   1.605 
Bottom         0.431   1.625   1.560   1.045   0.371  -0.079  -0.317  -0.415 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.114   0.203   0.263   0.293   0.289
Precast-top   -0.000   0.026   0.033   0.086   0.153   0.199   0.222   0.218
Bottom        -0.000  -0.076  -0.096  -0.253  -0.449  -0.582  -0.648  -0.638
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.040   0.051   0.133   0.238   0.310   0.348   0.345 
Precast-top   -0.031  -0.021   0.008   0.242   0.544   0.745   0.844   0.881 
Bottom         0.215   0.780   0.739   0.417   0.005  -0.272  -0.410  -0.437 
 

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
    359.7    6.5   67.9    0.569   2.2   6.00e-3 50.0    367.8     1.295    1.760      0.21
      0.0    0.5   67.7     41.9 0.151      29.7 0.87    12.00     0.101    1.330 
Transfer:   3.00
    344.6    6.5   67.9    2.567  10.0   2.52e-3 37.8    317.0     0.735    1.760      0.00
    669.6    2.0   66.9    189.0 0.143      56.0 1.66    12.00     0.101    1.729 
Critical:   6.22
    323.8    6.5   67.9    3.051  10.0   0.59e-3 31.0    237.8     0.429    1.760      0.00
   1493.8    2.4   66.7    189.0 0.134     112.0 3.34    12.00     0.101    1.836 
0.1L    :   9.13
    305.1    6.5   67.9    3.484  10.0   0.37e-3 30.3    202.9     0.356    0.827      0.00
   2216.8    2.7   66.6    189.0 0.127     126.1 3.77    12.00     0.101    1.791 
0.2L    :  18.27
    249.4    6.5   65.1    4.340  10.0   1.33e-3 33.7    190.2     0.398    0.496      0.00
   3952.4    3.1   63.6    189.0 0.108      76.9 2.40    24.00     0.101    1.169 
0.3L    :  27.40
    194.9    6.5   66.6    4.340  10.0   2.51e-3 37.8    152.1     0.363    0.413      0.00
   5130.8    3.1   65.1    189.0 0.081      54.5 1.66    24.00     0.101    1.098 
0.4L    :  36.53
    141.6    6.5   68.0    4.340   0.0   2.89e-3 39.1    106.5     0.260    0.413      0.00
   5741.6    3.1   66.5    189.0 0.061      50.8 1.52    24.00     0.101    1.398 
0.5L    :  45.67
     89.4    6.5   68.0    4.340   0.0   2.56e-3 38.0     44.3     0.104    0.413      0.00
   5806.4    3.1   66.5    189.0 0.038      55.0 1.64    24.00     0.101    2.328 
0.6L    :  54.80
    141.6    6.5   68.0    4.340   0.0   2.89e-3 39.1    106.5     0.260    0.413      0.00
   5741.6    3.1   66.5    189.0 0.061      50.8 1.52    24.00     0.101    1.398 
0.7L    :  63.93
    194.9    6.5   66.6    4.340  10.0   2.51e-3 37.8    152.1     0.363    0.413      0.00
   5130.8    3.1   65.1    189.0 0.081      54.5 1.66    24.00     0.101    1.098 
0.8L    :  73.06
    249.4    6.5   65.1    4.340  10.0   1.33e-3 33.7    190.2     0.398    0.496      0.00
   3952.4    3.1   63.6    189.0 0.108      76.9 2.40    24.00     0.101    1.169 
0.9L    :  82.20
    305.1    6.5   67.9    3.484  10.0   0.37e-3 30.3    202.9     0.356    0.827      0.00
   2216.8    2.7   66.6    189.0 0.127     126.1 3.77    12.00     0.101    1.791 
Critical:  85.11
    323.8    6.5   67.9    3.051  10.0   0.59e-3 31.0    237.8     0.429    1.760      0.00
   1493.8    2.4   66.7    189.0 0.134     112.0 3.34    12.00     0.101    1.836 
Transfer:  88.33
    344.6    6.5   67.9    2.567  10.0   2.52e-3 37.8    317.0     0.735    1.760      0.00
    669.6    2.0   66.9    189.0 0.143      56.0 1.66    12.00     0.101    1.729 
Bearing :  90.67
    359.7    6.5   67.9    0.569   2.2   6.00e-3 50.0    367.8     1.295    1.760      0.21
      0.0    0.5   67.7     41.9 0.151      29.7 0.87    12.00     0.101    1.330 
 

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
    359.7      5.90     67.92    0.45       67.69    24.00      0.300      1.218      0.000      0.000*
Transfer:      2.33
    344.6      5.72     67.92    2.02       66.91    24.00      0.300      1.158      0.000      1.760 
Critical:      5.56
    323.8      5.39     67.92    2.39       66.72    24.00      0.300      1.048      0.000      1.760 
0.1L    :      8.47
    305.1      5.09     67.92    2.73       66.55    24.00      0.300      0.948      0.000      0.827 
0.2L    :     17.60
    249.4      4.35     65.15    3.06       63.62    24.00      0.300      0.702      0.000      0.496 
0.3L    :     26.73
    194.9      3.33     66.60    3.06       65.07    24.00      0.300      0.359      0.000      0.413 
0.4L    :     35.87
    141.6      2.36     68.05    3.06       66.52    24.00      0.300      0.038      0.000      0.413 
0.5L    :     45.00
     89.4      1.49     68.05    3.06       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    141.6      2.36     68.05    3.06       66.52    24.00      0.300      0.038      0.000      0.413 
0.7L    :     63.27
    194.9      3.33     66.60    3.06       65.07    24.00      0.300      0.359      0.000      0.413 
0.8L    :     72.40
    249.4      4.35     65.15    3.06       63.62    24.00      0.300      0.702      0.000      0.496 
0.9L    :     81.53
    305.1      5.09     67.92    2.73       66.55    24.00      0.300      0.948      0.000      0.827 
Critical:     84.44
    323.8      5.39     67.92    2.39       66.72    24.00      0.300      1.048      0.000      1.760 
Transfer:     87.67
    344.6      5.72     67.92    2.02       66.91    24.00      0.300      1.158      0.000      1.760 
Bearing :     90.00
    359.7      5.90     67.92    0.45       67.69    24.00      0.300      1.218      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 = 8.47 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
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          :       0.321            0.568            0.665
 
At 0.2 x L = 17.60 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
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          :       0.558            0.985            1.149
 
At 0.3 x L = 26.73 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
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          :       0.719            1.268            1.475
 
At 0.4 x L = 35.87 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
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          :       0.812            1.430            1.661
 
At 0.5 x L = 45.00 ft
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
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          :       0.844            1.486            1.725
 
At 0.6 x L = 54.13 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
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          :       0.812            1.430            1.661
 
At 0.7 x L = 63.27 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
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          :       0.719            1.268            1.475
 
At 0.8 x L = 72.40 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
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          :       0.558            0.985            1.149
 
At 0.9 x L = 81.53 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
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          :       0.321            0.568            0.665
 

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
   659.4    62.7  2.853  267.1    2.4   2.02   3919.2  0.084T 1.00       -       -     -     -  
H/2     :   2.97
   832.1    62.8  2.958  267.0    2.5   2.09   4066.5  0.081T 1.00       -       -     -     -  
0.1L    :   8.47
  2216.8    63.7  3.871  266.2    3.2   2.73   5352.6  0.062T 1.00       -       -     -     -  
0.2L    :  17.60
  4067.0    65.1  4.340  265.8    3.6   3.06   6116.6  0.055T 1.00   5294.2  5294.2    1.16    -  
0.3L    :  26.73
  5356.3    66.6  4.340  265.9    3.6   3.06   6258.1  0.055T 1.00   5271.1  5271.1    1.19    -  
0.4L    :  35.87
  6126.7    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5318.8  5318.8    1.20    -  
0.5L    :  45.00
  6354.5    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5283.5  5283.5    1.21    -  
0.6L    :  54.13
  6126.7    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5318.8  5318.8    1.20    -  
0.7L    :  63.27
  5356.3    66.6  4.340  265.9    3.6   3.06   6258.1  0.055T 1.00   5271.1  5271.1    1.19    -  
0.8L    :  72.40
  4067.0    65.1  4.340  265.8    3.6   3.06   6116.6  0.055T 1.00   5294.2  5294.2    1.16    -  
0.9L    :  81.53
  2216.8    63.7  3.871  266.2    3.2   2.73   5352.6  0.062T 1.00       -       -     -     -  
H/2     :  87.03
   832.1    62.8  2.958  267.0    2.5   2.09   4066.5  0.081T 1.00       -       -     -     -  
Transfer:  87.67
   659.4    62.7  2.853  267.1    2.4   2.02   3919.2  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     0.031
        M   2.00 Fb     0.161
 
  2   2 E  60.00 Ft     0.319
        M   2.00 Fb     0.113
 
  3   2 E   6.00 Ft     0.269
        M   6.00 Fb     0.339
 
  4   2 E   6.00 Ft     0.219
        M   6.00 Fb     0.565
 
  5   2 E   6.00 Ft     0.170
        M   6.00 Fb     0.790
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.038
 
  7   2 E   2.00 Ft     0.015
        M   2.00 Fb     1.287
 
  8   2 E   2.00 Ft    -0.062
        M   2.00 Fb     1.535
 
  9   2 E   2.00 Ft    -0.139
        M   2.00 Fb     1.783
 
 10   2 E   2.00 Ft    -0.216
        M   2.00 Fb     2.031
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 91.33            Release Length, ft: 91.33
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:  4.87 %               Final losses: 10.55 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.031     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.216       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     6354.46     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   0.576     Midspan    1.800   0.113     Midspan
    Pre.Top:   3.600   1.675     Midspan    2.700   1.325     Midspan
    Pre.Bot:   3.600   1.603    Transfer    2.700   1.713    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.064    Transfer
    Pre.Bot:  -0.465  -0.415     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.881     Midspan
    Pre.Bot:                                                             2.400   0.780    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
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          :       0.844            1.486            1.725
 
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   90.00
     DC  Line       0.087      0.00       0.087   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.786   (Calculated)    
Live Moment (1  lane  loaded)  : 0.546   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.128   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.902   (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     8.47    17.60    26.73    35.87    45.00
 
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    28.20    28.20    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424752   431782   431872   432669   434066   435556   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    47.02    47.01    46.99    46.97    46.95    46.95
  MI(Ixx) , in4  1018287  1042918  1043081  1044514  1046963  1049499  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 ( 36.53 ft from member end )
END PATTERN (Ycg = 9.00 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 60.000 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        =  11.158 kips     Beam Shrtng (PL/AE)   =      0.245 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)       
--------------------------------------------------------------------------------------
      1827.873         740 1352.626     18.966 76812.500  1233.475     578.113        
 
 
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     26.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      26.1670     65.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      65.1631     75.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.1631     81.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.1631     84.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      84.1631     84.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      84.7050     90.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.2050     90.7050     No
      2      US#6[M19]       60.00        0.88       6.00      90.7050     91.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2050     91.3300     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 91.3300       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     **     9.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.537 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.23 ksi    0.00 ksi
    due to Composite Loads                                 -1.36 ksi    0.00 ksi
    due to Live Loads                                      -4.46 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                  9.54 ksi  ( 4.87 %)            11.14 ksi ( 5.68 %)
Total Prestress Losses                                    20.68 ksi (10.55 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   203.2   256.4   681.2  1242.9  1625.2  1852.1  1910.1
            V     129.2   124.6   123.3   112.3    94.9    77.6    53.8    36.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   129.2   124.6   123.3   112.3    96.0    80.3    65.3    50.9
            M       0.0   209.1   263.0   681.2  1177.4  1496.4  1632.1  1596.9
Total     : M+      0.0   442.9   558.9  1489.7  2735.6  3607.3  4128.8  4286.5
            V     234.6   224.5   221.7   197.9   159.2   120.5    75.4    36.6
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   234.6   224.5   221.7   197.9   160.2   123.2    86.9    51.2
            M       0.0   448.7   565.5  1489.7  2670.1  3478.5  3908.7  3973.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1852.1  1625.2  1242.9   681.2   256.4   203.2     0.0
            V      53.8    77.6    94.9   112.3   123.3   124.6   129.2
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    65.3    80.3    96.0   112.3   123.3   124.6   129.2
            M    1632.1  1496.4  1177.4   681.2   263.0   209.1    -0.0
Total     : M+   4128.8  3607.3  2735.6  1489.7   558.9   442.9     0.0
            V      75.4   120.5   159.2   197.9   221.7   224.5   234.6
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    86.9   123.2   160.2   197.9   221.7   224.5   234.6
            M    3908.7  3478.5  2670.1  1489.7   565.5   448.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            41.1             41.1
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.5              5.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.1     4.4     6.7     9.0    11.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   162.6   205.1   544.9   994.3  1300.2  1481.7  1528.1
            V     103.4    99.7    98.7    89.9    76.0    62.1    43.0    29.1
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   103.4    99.7    98.7    89.9    76.8    64.2    52.2    40.7
            M       0.0   167.3   210.4   544.9   941.9  1197.1  1305.7  1277.5
Total     : M+      0.0   402.2   507.6  1353.4  2487.1  3282.3  3758.4  3904.4
            V     208.8   199.6   197.1   175.5   140.2   105.0    64.6    29.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.8   199.6   197.1   175.5   141.0   107.2    73.8    41.0
            M       0.0   406.9   512.9  1353.4  2434.6  3179.2  3582.3  3653.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1481.7  1300.2   994.3   544.9   205.1   162.6     0.0
            V      43.0    62.1    76.0    89.9    98.7    99.7   103.4
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    52.2    64.2    76.8    89.9    98.7    99.7   103.4
            M    1305.7  1197.1   941.9   544.9   210.4   167.3    -0.0
Total     : M+   3758.4  3282.3  2487.1  1353.4   507.6   402.2     0.0
            V      64.6   105.0   140.2   175.5   197.1   199.6   208.8
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    73.8   107.2   141.0   175.5   197.1   199.6   208.8
            M    3582.3  3179.2  2434.6  1353.4   512.9   406.9    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0   107.6   135.8   362.9   669.8   889.1  1020.6  1064.4
(Max)       V      47.3    44.9    44.2    38.4    28.8    19.2     9.6     0.0
Self wt.  : M       0.0    77.5    97.8   261.3   482.3   640.1   734.8   766.4
(Min)       V      34.1    32.3    31.8    27.7    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    15.6    19.7    52.5    96.9   128.7   147.7   154.1
DC(Max)     V       6.8     6.5     6.4     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.2    14.2    37.8    69.8    92.6   106.3   110.9
DC(Min)     V       4.9     4.7     4.6     4.0     3.0     2.0     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
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   116.9   147.6   394.3   727.8   966.0  1108.9  1156.5
Haunch (Max)V      51.4    48.7    48.0    41.7    31.3    20.9    10.4     0.0
Deck +    : M       0.0    84.2   106.2   283.9   524.0   695.5   798.4   832.7
Haunch (Min)V      37.0    35.1    34.6    30.0    22.5    15.0     7.5     0.0
Diaphragm : M       0.0     0.7     0.9     2.6     5.5     8.4    11.2    14.1
(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     1.9     4.0     6.0     8.1    10.1
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.9    47.8   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.6    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    34.4    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.2     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    31.7    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    13.7    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   355.7   448.6  1192.0  2175.1  2844.2  3241.2  3342.7
            V     226.2   218.0   215.8   196.6   166.2   135.7    94.1    63.7
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   226.2   218.0   215.8   196.6   167.9   140.5   114.2    89.1
            M       0.0   365.9   460.3  1192.0  2060.5  2618.7  2856.1  2794.6
Total     : M+      0.0   659.4   832.1  2216.8  4067.0  5356.3  6126.7  6354.5
            V     359.7   344.6   340.6   305.1   247.6   190.1   121.5    64.0
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   359.7   344.6   340.6   305.1   249.4   194.9   141.6    89.4
            M       0.0   669.6   843.7  2216.8  3952.4  5130.8  5741.6  5806.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M    1020.6   889.1   669.8   362.9   135.8   107.6     0.0
(Max)       V       9.6    19.2    28.8    38.4    44.2    44.9    47.3
Self wt.  : M     734.8   640.1   482.3   261.3    97.8    77.5     0.0
(Min)       V       6.9    13.8    20.7    27.7    31.8    32.3    34.1
DL-Prec.  : M     147.7   128.7    96.9    52.5    19.7    15.6     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.4     6.5     6.8
DL-Prec.  : M     106.3    92.6    69.8    37.8    14.2    11.2     0.0
DC(Min)     V       1.0     2.0     3.0     4.0     4.6     4.7     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1108.9   966.0   727.8   394.3   147.6   116.9     0.0
Haunch (Max)V      10.4    20.9    31.3    41.7    48.0    48.7    51.4
Deck +    : M     798.4   695.5   524.0   283.9   106.2    84.2     0.0
Haunch (Min)V       7.5    15.0    22.5    30.0    34.6    35.1    37.0
Diaphragm : M      11.2     8.4     5.5     2.6     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.1     6.0     4.0     1.9     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     359.2   312.9   235.7   127.7    47.8    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.6    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    34.4    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.2    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    31.7    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.3    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    13.7    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3241.2  2844.2  2175.1  1192.0   448.6   355.7     0.0
            V      94.1   135.7   166.2   196.6   215.8   218.0   226.2
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   114.2   140.5   167.9   196.6   215.8   218.0   226.2
            M    2856.1  2618.7  2060.5  1192.0   460.3   365.9    -0.0
Total     : M+   6126.7  5356.3  4067.0  2216.8   832.1   659.4     0.0
            V     121.5   190.1   247.6   305.1   340.6   344.6   359.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   141.6   194.9   249.4   305.1   340.6   344.6   359.7
            M    5741.6  5130.8  3952.4  2216.8   843.7   669.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            51.4             51.4
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.5    15.7    42.0    77.6   102.9   118.2   123.2
DC(Max)     V       5.5     5.2     5.1     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    93.5   118.1   315.5   582.2   772.8   887.1   925.2
Haunch (Max)V      41.1    39.0    38.4    33.4    25.0    16.7     8.3     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     2.1     4.4     6.7     9.0    11.2
(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    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     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   141.4   178.1   467.7   832.8  1084.0  1210.4  1192.2
            V     104.2   100.6    99.7    91.2    78.1    59.9    46.8    33.7
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   104.2   100.6    99.7    91.2    78.1    65.0    52.0    38.9
            M       0.0   141.4   178.1   467.7   832.8  1053.3  1129.1  1060.2
Total     : M+      0.0   381.0   480.6  1276.2  2325.5  3066.1  3487.1  3568.5
            V     209.6   200.5   198.1   176.8   142.3   102.8    68.4    34.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   209.6   200.5   198.1   176.8   142.3   107.9    73.5    39.1
            M       0.0   381.0   480.6  1276.2  2325.5  3035.3  3405.7  3436.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
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     118.2   102.9    77.6    42.0    15.7    12.5     0.0
DC(Max)     V       1.1     2.2     3.3     4.4     5.1     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     887.1   772.8   582.2   315.5   118.1    93.5     0.0
Haunch (Max)V       8.3    16.7    25.0    33.4    38.4    39.0    41.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.0     6.7     4.4     2.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
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+   1210.4  1084.0   832.8   467.7   178.1   141.4     0.0
            V      46.8    59.9    78.1    91.2    99.7   100.6   104.2
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    52.0    65.0    78.1    91.2    99.7   100.6   104.2
            M    1129.1  1053.3   832.8   467.7   178.1   141.4     0.0
Total     : M+   3487.1  3066.1  2325.5  1276.2   480.6   381.0     0.0
            V      68.4   102.8   142.3   176.8   198.1   200.5   209.6
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    73.5   107.9   142.3   176.8   198.1   200.5   209.6
            M    3405.7  3035.3  2325.5  1276.2   480.6   381.0     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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 


 
 
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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.015   0.041   0.075   0.099   0.113   0.118
Bottom        -0.000  -0.010  -0.012  -0.033  -0.060  -0.080  -0.091  -0.095
 
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   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.090   0.114   0.305   0.561   0.743   0.851   0.888
Bottom        -0.000  -0.073  -0.092  -0.246  -0.453  -0.598  -0.683  -0.713
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.021  -0.055  -0.102  -0.134  -0.154  -0.160
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.014   0.025   0.034   0.038   0.040
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  -0.030  -0.056  -0.074  -0.085  -0.089
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.166   0.302   0.395   0.449   0.463
Precast-top   -0.000   0.037   0.047   0.125   0.228   0.298   0.339   0.350
Bottom        -0.000  -0.110  -0.139  -0.368  -0.669  -0.873  -0.992  -1.023
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.061   0.077   0.205   0.374   0.489   0.557   0.576 
Precast-top   -0.062  -0.057  -0.002   0.437   1.010   1.390   1.583   1.675 
Bottom         0.431   1.603   1.533   0.972   0.237  -0.253  -0.516  -0.619 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.011   0.014   0.039   0.071   0.094   0.108   0.113 
Precast-top   -0.062  -0.094  -0.049   0.312   0.782   1.092   1.244   1.325 
Bottom         0.431   1.713   1.671   1.340   0.907   0.620   0.476   0.404 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 
 
As_top  , in2  0.699   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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.015   0.041   0.075   0.099   0.113   0.118
Bottom        -0.000  -0.010  -0.012  -0.033  -0.060  -0.080  -0.091  -0.095
 
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   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.090   0.114   0.305   0.561   0.743   0.851   0.888
Bottom        -0.000  -0.073  -0.092  -0.246  -0.453  -0.598  -0.683  -0.713
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.009   0.025   0.046   0.061   0.070   0.073
Precast-top   -0.000   0.006   0.007   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.016  -0.021  -0.055  -0.102  -0.134  -0.154  -0.160
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.014   0.025   0.034   0.038   0.040
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  -0.030  -0.056  -0.074  -0.085  -0.089
 
LL+I(+)
Topping-top   -0.000   0.040   0.050   0.133   0.242   0.316   0.359   0.370
Precast-top   -0.000   0.030   0.038   0.100   0.182   0.238   0.271   0.280
Bottom        -0.000  -0.088  -0.111  -0.294  -0.536  -0.698  -0.793  -0.818
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.051   0.064   0.171   0.313   0.410   0.467   0.483 
Precast-top   -0.062  -0.064  -0.011   0.412   0.964   1.331   1.516   1.605 
Bottom         0.431   1.625   1.560   1.045   0.371  -0.079  -0.317  -0.415 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.114   0.203   0.263   0.293   0.289
Precast-top   -0.000   0.026   0.033   0.086   0.153   0.199   0.222   0.218
Bottom        -0.000  -0.076  -0.096  -0.253  -0.449  -0.582  -0.648  -0.638
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.040   0.051   0.133   0.238   0.310   0.348   0.345 
Precast-top   -0.031  -0.021   0.008   0.242   0.544   0.745   0.844   0.881 
Bottom         0.215   0.780   0.739   0.417   0.005  -0.272  -0.410  -0.437 
 

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
    359.7    6.5   67.9    0.569   2.2   6.00e-3 50.0    367.8     1.295    1.760      0.21
      0.0    0.5   67.7     41.9 0.151      29.7 0.87    12.00     0.101    1.330 
Transfer:   3.00
    344.6    6.5   67.9    2.567  10.0   2.52e-3 37.8    317.0     0.735    1.760      0.00
    669.6    2.0   66.9    189.0 0.143      56.0 1.66    12.00     0.101    1.729 
Critical:   6.22
    323.8    6.5   67.9    3.051  10.0   0.59e-3 31.0    237.8     0.429    1.760      0.00
   1493.8    2.4   66.7    189.0 0.134     112.0 3.34    12.00     0.101    1.836 
0.1L    :   9.13
    305.1    6.5   67.9    3.484  10.0   0.37e-3 30.3    202.9     0.356    0.827      0.00
   2216.8    2.7   66.6    189.0 0.127     126.1 3.77    12.00     0.101    1.791 
0.2L    :  18.27
    249.4    6.5   65.1    4.340  10.0   1.33e-3 33.7    190.2     0.398    0.496      0.00
   3952.4    3.1   63.6    189.0 0.108      76.9 2.40    24.00     0.101    1.169 
0.3L    :  27.40
    194.9    6.5   66.6    4.340  10.0   2.51e-3 37.8    152.1     0.363    0.413      0.00
   5130.8    3.1   65.1    189.0 0.081      54.5 1.66    24.00     0.101    1.098 
0.4L    :  36.53
    141.6    6.5   68.0    4.340   0.0   2.89e-3 39.1    106.5     0.260    0.413      0.00
   5741.6    3.1   66.5    189.0 0.061      50.8 1.52    24.00     0.101    1.398 
0.5L    :  45.67
     89.4    6.5   68.0    4.340   0.0   2.56e-3 38.0     44.3     0.104    0.413      0.00
   5806.4    3.1   66.5    189.0 0.038      55.0 1.64    24.00     0.101    2.328 
0.6L    :  54.80
    141.6    6.5   68.0    4.340   0.0   2.89e-3 39.1    106.5     0.260    0.413      0.00
   5741.6    3.1   66.5    189.0 0.061      50.8 1.52    24.00     0.101    1.398 
0.7L    :  63.93
    194.9    6.5   66.6    4.340  10.0   2.51e-3 37.8    152.1     0.363    0.413      0.00
   5130.8    3.1   65.1    189.0 0.081      54.5 1.66    24.00     0.101    1.098 
0.8L    :  73.06
    249.4    6.5   65.1    4.340  10.0   1.33e-3 33.7    190.2     0.398    0.496      0.00
   3952.4    3.1   63.6    189.0 0.108      76.9 2.40    24.00     0.101    1.169 
0.9L    :  82.20
    305.1    6.5   67.9    3.484  10.0   0.37e-3 30.3    202.9     0.356    0.827      0.00
   2216.8    2.7   66.6    189.0 0.127     126.1 3.77    12.00     0.101    1.791 
Critical:  85.11
    323.8    6.5   67.9    3.051  10.0   0.59e-3 31.0    237.8     0.429    1.760      0.00
   1493.8    2.4   66.7    189.0 0.134     112.0 3.34    12.00     0.101    1.836 
Transfer:  88.33
    344.6    6.5   67.9    2.567  10.0   2.52e-3 37.8    317.0     0.735    1.760      0.00
    669.6    2.0   66.9    189.0 0.143      56.0 1.66    12.00     0.101    1.729 
Bearing :  90.67
    359.7    6.5   67.9    0.569   2.2   6.00e-3 50.0    367.8     1.295    1.760      0.21
      0.0    0.5   67.7     41.9 0.151      29.7 0.87    12.00     0.101    1.330 
 

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
    359.7      5.90     67.92    0.45       67.69    24.00      0.300      1.218      0.000      0.000*
Transfer:      2.33
    344.6      5.72     67.92    2.02       66.91    24.00      0.300      1.158      0.000      1.760 
Critical:      5.56
    323.8      5.39     67.92    2.39       66.72    24.00      0.300      1.048      0.000      1.760 
0.1L    :      8.47
    305.1      5.09     67.92    2.73       66.55    24.00      0.300      0.948      0.000      0.827 
0.2L    :     17.60
    249.4      4.35     65.15    3.06       63.62    24.00      0.300      0.702      0.000      0.496 
0.3L    :     26.73
    194.9      3.33     66.60    3.06       65.07    24.00      0.300      0.359      0.000      0.413 
0.4L    :     35.87
    141.6      2.36     68.05    3.06       66.52    24.00      0.300      0.038      0.000      0.413 
0.5L    :     45.00
     89.4      1.49     68.05    3.06       66.52    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    141.6      2.36     68.05    3.06       66.52    24.00      0.300      0.038      0.000      0.413 
0.7L    :     63.27
    194.9      3.33     66.60    3.06       65.07    24.00      0.300      0.359      0.000      0.413 
0.8L    :     72.40
    249.4      4.35     65.15    3.06       63.62    24.00      0.300      0.702      0.000      0.496 
0.9L    :     81.53
    305.1      5.09     67.92    2.73       66.55    24.00      0.300      0.948      0.000      0.827 
Critical:     84.44
    323.8      5.39     67.92    2.39       66.72    24.00      0.300      1.048      0.000      1.760 
Transfer:     87.67
    344.6      5.72     67.92    2.02       66.91    24.00      0.300      1.158      0.000      1.760 
Bearing :     90.00
    359.7      5.90     67.92    0.45       67.69    24.00      0.300      1.218      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 = 8.47 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
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          :       0.321            0.568            0.665
 
At 0.2 x L = 17.60 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
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          :       0.558            0.985            1.149
 
At 0.3 x L = 26.73 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
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          :       0.719            1.268            1.475
 
At 0.4 x L = 35.87 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
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          :       0.812            1.430            1.661
 
At 0.5 x L = 45.00 ft
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
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          :       0.844            1.486            1.725
 
At 0.6 x L = 54.13 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
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          :       0.812            1.430            1.661
 
At 0.7 x L = 63.27 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
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          :       0.719            1.268            1.475
 
At 0.8 x L = 72.40 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
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          :       0.558            0.985            1.149
 
At 0.9 x L = 81.53 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
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          :       0.321            0.568            0.665
 

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
   659.4    62.7  2.853  267.1    2.4   2.02   3919.2  0.084T 1.00       -       -     -     -  
H/2     :   2.97
   832.1    62.8  2.958  267.0    2.5   2.09   4066.5  0.081T 1.00       -       -     -     -  
0.1L    :   8.47
  2216.8    63.7  3.871  266.2    3.2   2.73   5352.6  0.062T 1.00       -       -     -     -  
0.2L    :  17.60
  4067.0    65.1  4.340  265.8    3.6   3.06   6116.6  0.055T 1.00   5294.2  5294.2    1.16    -  
0.3L    :  26.73
  5356.3    66.6  4.340  265.9    3.6   3.06   6258.1  0.055T 1.00   5271.1  5271.1    1.19    -  
0.4L    :  35.87
  6126.7    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5318.8  5318.8    1.20    -  
0.5L    :  45.00
  6354.5    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5283.5  5283.5    1.21    -  
0.6L    :  54.13
  6126.7    68.0  4.340  266.0    3.6   3.06   6399.5  0.055T 1.00   5318.8  5318.8    1.20    -  
0.7L    :  63.27
  5356.3    66.6  4.340  265.9    3.6   3.06   6258.1  0.055T 1.00   5271.1  5271.1    1.19    -  
0.8L    :  72.40
  4067.0    65.1  4.340  265.8    3.6   3.06   6116.6  0.055T 1.00   5294.2  5294.2    1.16    -  
0.9L    :  81.53
  2216.8    63.7  3.871  266.2    3.2   2.73   5352.6  0.062T 1.00       -       -     -     -  
H/2     :  87.03
   832.1    62.8  2.958  267.0    2.5   2.09   4066.5  0.081T 1.00       -       -     -     -  
Transfer:  87.67
   659.4    62.7  2.853  267.1    2.4   2.02   3919.2  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     0.031
        M   2.00 Fb     0.161
 
  2   2 E  60.00 Ft     0.319
        M   2.00 Fb     0.113
 
  3   2 E   6.00 Ft     0.269
        M   6.00 Fb     0.339
 
  4   2 E   6.00 Ft     0.219
        M   6.00 Fb     0.565
 
  5   2 E   6.00 Ft     0.170
        M   6.00 Fb     0.790
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.038
 
  7   2 E   2.00 Ft     0.015
        M   2.00 Fb     1.287
 
  8   2 E   2.00 Ft    -0.062
        M   2.00 Fb     1.535
 
  9   2 E   2.00 Ft    -0.139
        M   2.00 Fb     1.783
 
 10   2 E   2.00 Ft    -0.216
        M   2.00 Fb     2.031
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 91.33            Release Length, ft: 91.33
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:  4.87 %               Final losses: 10.55 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.031     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.216       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     6354.46     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   0.576     Midspan    1.800   0.113     Midspan
    Pre.Top:   3.600   1.675     Midspan    2.700   1.325     Midspan
    Pre.Bot:   3.600   1.603    Transfer    2.700   1.713    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.064    Transfer
    Pre.Bot:  -0.465  -0.415     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.881     Midspan
    Pre.Bot:                                                             2.400   0.780    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
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          :       0.844            1.486            1.725
 
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   90.00
     DC  Line       0.076      0.00       0.076   90.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    45.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 91.330 ft
Release length = 91.330 ft
Design  length = 90.000 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)  : 0.769   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.896   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.987   (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     8.47    17.60    26.73    35.87    45.00
 
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    28.20    28.20    28.17    28.13    28.09    28.05    28.05
  MI(Ixx) , in4   424752   431782   431872   432669   434066   435556   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    45.77    45.75    45.73    45.71    45.71
  MI(Ixx) , in4   979138  1002229  1002386  1003773  1006147  1008607  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 ( 36.53 ft from member end )
END PATTERN (Ycg = 9.00 in):
    12 @  2.000 in     6 @  6.000 in     2 @ 60.000 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        =  11.158 kips     Beam Shrtng (PL/AE)   =      0.245 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)       
--------------------------------------------------------------------------------------
      1827.873         740 1352.626     18.966 76812.500  1233.475     578.113        
 
 
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     26.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      26.1670     65.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      65.1631     75.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      75.1631     81.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      81.1631     84.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      84.1631     84.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      84.7050     90.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      90.2050     90.7050     No
      2      US#6[M19]       60.00        0.88       6.00      90.7050     91.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      91.2050     91.3300     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 91.3300       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     **     9.54 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.537 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.72 ksi    0.00 ksi
    due to Composite Loads                                 -1.37 ksi    0.00 ksi
    due to Live Loads                                      -4.59 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                  9.54 ksi  ( 4.87 %)            11.50 ksi ( 5.87 %)
Total Prestress Losses                                    21.04 ksi (10.74 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 175.0 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    11.4    14.4    38.4    70.8    94.0   107.9   112.6
DC(Max)     V       5.0     4.7     4.7     4.1     3.0     2.0     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    82.4   104.0   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    33.8    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   206.9   261.0   693.4  1265.2  1654.3  1885.3  1944.3
            V     113.2   109.1   108.0    98.4    83.1    67.9    47.1    31.9
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   113.2   109.1   108.0    98.4    84.0    70.3    57.2    44.6
            M       0.0   212.8   267.7   693.4  1198.5  1523.1  1661.3  1625.5
Total     : M+      0.0   434.0   547.7  1459.5  2679.5  3532.0  4041.4  4194.0
            V     213.0   203.8   201.3   179.5   144.0   108.5    67.5    32.0
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   213.0   203.8   201.3   179.5   144.9   110.9    77.5    44.7
            M       0.0   439.9   554.4  1459.5  2612.8  3400.8  3817.4  3875.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     107.9    94.0    70.8    38.4    14.4    11.4     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.7     4.7     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8   104.0    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    33.8    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1885.3  1654.3  1265.2   693.4   261.0   206.9     0.0
            V      47.1    67.9    83.1    98.4   108.0   109.1   113.2
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    57.2    70.3    84.0    98.4   108.0   109.1   113.2
            M    1661.3  1523.1  1198.5   693.4   267.7   212.8    -0.0
Total     : M+   4041.4  3532.0  2679.5  1459.5   547.7   434.0     0.0
            V      67.5   108.5   144.0   179.5   201.3   203.8   213.0
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    77.5   110.9   144.9   179.5   201.3   203.8   213.0
            M    3817.4  3400.8  2612.8  1459.5   554.4   439.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               37.8             37.8
Deck+Haunch            36.2             36.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.0              5.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           66.6             66.6
DL-Comp.(DW)           36.8             36.8
Live                   93.3             93.3
        Truck          64.5             64.5
        Lane           28.8             28.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
DL-Prec.  : M       0.0    11.4    14.4    38.4    70.8    94.0   107.9   112.6
DC(Max)     V       5.0     4.7     4.7     4.1     3.0     2.0     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    82.4   104.0   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    33.8    29.4    22.1    14.7     7.4     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.2     3.3     4.5     5.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     0.0
LL + I    : M+      0.0   165.5   208.8   554.7  1012.1  1323.5  1508.2  1555.4
            V      90.5    87.3    86.4    78.7    66.5    54.3    37.7    25.5
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    90.5    87.3    86.4    78.7    67.2    56.2    45.7    35.7
            M       0.0   170.2   214.2   554.7   958.8  1218.5  1329.0  1300.4
Total     : M+      0.0   392.6   495.5  1320.8  2426.5  3201.1  3664.3  3805.1
            V     190.4   182.0   179.7   159.8   127.4    94.9    58.0    25.6
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   190.4   182.0   179.7   159.8   128.1    96.9    66.1    35.8
            M       0.0   397.4   500.9  1320.8  2373.1  3096.2  3485.1  3550.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
DL-Prec.  : M     107.9    94.0    70.8    38.4    14.4    11.4     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.7     4.7     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8   104.0    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    33.8    34.3    36.2
Diaphragm : M       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
LL + I    : M+   1508.2  1323.5  1012.1   554.7   208.8   165.5     0.0
            V      37.7    54.3    66.5    78.7    86.4    87.3    90.5
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    45.7    56.2    67.2    78.7    86.4    87.3    90.5
            M    1329.0  1218.5   958.8   554.7   214.2   170.2    -0.0
Total     : M+   3664.3  3201.1  2426.5  1320.8   495.5   392.6     0.0
            V      58.0    94.9   127.4   159.8   179.7   182.0   190.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    66.1    96.9   128.1   159.8   179.7   182.0   190.4
            M    3485.1  3096.2  2373.1  1320.8   500.9   397.4    -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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0   107.6   135.8   362.9   669.8   889.1  1020.6  1064.4
(Max)       V      47.3    44.9    44.2    38.4    28.8    19.2     9.6     0.0
Self wt.  : M       0.0    77.5    97.8   261.3   482.3   640.1   734.8   766.4
(Min)       V      34.1    32.3    31.8    27.7    20.7    13.8     6.9     0.0
DL-Prec.  : M       0.0    14.2    18.0    48.0    88.5   117.5   134.9   140.7
DC(Max)     V       6.3     5.9     5.8     5.1     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0    10.2    12.9    34.5    63.7    84.6    97.1   101.3
DC(Min)     V       4.5     4.3     4.2     3.7     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   103.0   130.0   347.3   641.0   850.8   976.6  1018.6
Haunch (Max)V      45.3    42.9    42.3    36.8    27.6    18.4     9.2     0.0
Deck +    : M       0.0    74.1    93.6   250.0   461.5   612.6   703.2   733.4
Haunch (Min)V      32.6    30.9    30.4    26.5    19.8    13.2     6.6     0.0
Diaphragm : M       0.0     0.4     0.5     1.3     2.8     4.2     5.6     7.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.0     2.0     3.0     4.0     5.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    47.8   127.7   235.7   312.9   359.2   374.6
DC(Max)     V      16.7    15.8    15.6    13.5    10.1     6.8     3.4     0.0
DL-Comp   : M       0.0    27.3    34.4    92.0   169.7   225.3   258.6   269.7
DC(Min)     V      12.0    11.4    11.2     9.7     7.3     4.9     2.4     0.0
DL-Comp   : M       0.0    25.1    31.7    84.6   156.1   207.2   237.8   248.1
DW(Max)     V      11.0    10.5    10.3     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    10.9    13.7    36.7    67.6    89.8   103.1   107.5
DW(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
LL + I    : M+      0.0   362.0   456.7  1213.4  2214.0  2895.0  3299.2  3402.5
            V     198.0   190.9   189.0   172.1   145.5   118.8    82.4    55.8
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   198.0   190.9   189.0   172.1   147.0   123.0   100.0    78.0
            M       0.0   372.4   468.5  1213.4  2097.3  2665.5  2907.2  2844.6
Total     : M+      0.0   650.1   820.3  2185.2  4008.0  5276.7  6034.0  6255.9
            V     324.7   311.0   307.3   275.0   222.7   170.4   108.2    55.9
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   324.7   311.0   307.3   275.0   224.2   174.5   125.8    78.2
            M       0.0   660.5   832.2  2185.2  3891.3  5047.1  5642.0  5698.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M    1020.6   889.1   669.8   362.9   135.8   107.6     0.0
(Max)       V       9.6    19.2    28.8    38.4    44.2    44.9    47.3
Self wt.  : M     734.8   640.1   482.3   261.3    97.8    77.5     0.0
(Min)       V       6.9    13.8    20.7    27.7    31.8    32.3    34.1
DL-Prec.  : M     134.9   117.5    88.5    48.0    18.0    14.2     0.0
DC(Max)     V       1.3     2.5     3.8     5.1     5.8     5.9     6.3
DL-Prec.  : M      97.1    84.6    63.7    34.5    12.9    10.2     0.0
DC(Min)     V       0.9     1.8     2.7     3.7     4.2     4.3     4.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     976.6   850.8   641.0   347.3   130.0   103.0     0.0
Haunch (Max)V       9.2    18.4    27.6    36.8    42.3    42.9    45.3
Deck +    : M     703.2   612.6   461.5   250.0    93.6    74.1     0.0
Haunch (Min)V       6.6    13.2    19.8    26.5    30.4    30.9    32.6
Diaphragm : M       5.6     4.2     2.8     1.3     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.0     3.0     2.0     1.0     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     359.2   312.9   235.7   127.7    47.8    37.9     0.0
DC(Max)     V       3.4     6.8    10.1    13.5    15.6    15.8    16.7
DL-Comp   : M     258.6   225.3   169.7    92.0    34.4    27.3     0.0
DC(Min)     V       2.4     4.9     7.3     9.7    11.2    11.4    12.0
DL-Comp   : M     237.8   207.2   156.1    84.6    31.7    25.1     0.0
DW(Max)     V       2.2     4.5     6.7     9.0    10.3    10.5    11.0
DL-Comp   : M     103.1    89.8    67.6    36.6    13.7    10.9     0.0
DW(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
LL + I    : M+   3299.2  2895.0  2214.0  1213.4   456.7   362.0     0.0
            V      82.4   118.8   145.5   172.1   189.0   190.9   198.0
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   100.0   123.0   147.0   172.1   189.0   190.9   198.0
            M    2907.2  2665.5  2097.3  1213.4   468.5   372.4    -0.0
Total     : M+   6034.0  5276.7  4008.0  2185.2   820.3   650.1     0.0
            V     108.2   170.4   222.7   275.0   307.3   311.0   324.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   125.8   174.5   224.2   275.0   307.3   311.0   324.7
            M    5642.0  5047.1  3891.3  2185.2   832.2   660.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               47.3             47.3
Deck+Haunch            45.3             45.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.3              6.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           83.3             83.3
DL-Comp.(DW)           55.1             55.1
Live                  163.3            163.3
        Truck         112.9            112.9
        Lane           50.4             50.4
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    8.47   17.60   26.73   35.87   45.00
Self wt.  : M       0.0    86.1   108.7   290.3   535.9   711.2   816.5   851.6
(Max)       V      37.8    35.9    35.4    30.7    23.0    15.4     7.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.4    14.4    38.4    70.8    94.0   107.9   112.6
DC(Max)     V       5.0     4.7     4.7     4.1     3.0     2.0     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    82.4   104.0   277.8   512.8   680.6   781.3   814.9
Haunch (Max)V      36.2    34.3    33.8    29.4    22.1    14.7     7.4     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     1.1     2.2     3.3     4.5     5.6
(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    30.3    38.2   102.2   188.6   250.3   287.4   299.7
DC(Max)     V      13.3    12.6    12.4    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    16.7    21.1    56.4   104.1   138.1   158.6   165.4
DW(Max)     V       7.4     7.0     6.9     6.0     4.5     3.0     1.5     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   207.0   260.8   684.7  1219.2  1586.9  1772.0  1745.3
            V     114.1   110.1   109.1    99.8    85.5    65.5    51.2    36.9
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   114.1   110.1   109.1    99.8    85.5    71.2    56.9    42.6
            M       0.0   207.0   260.8   684.7  1219.2  1541.9  1652.9  1552.1
Total     : M+      0.0   434.1   547.5  1450.9  2633.6  3464.6  3928.1  3995.0
            V     213.9   204.8   202.4   180.9   146.3   106.1    71.6    37.0
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   213.9   204.8   202.4   180.9   146.3   111.8    77.2    42.7
            M       0.0   434.1   547.5  1450.9  2633.6  3419.6  3809.0  3801.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    54.13   63.27   72.40   81.53   87.03   87.67   90.00
Self wt.  : M     816.5   711.2   535.9   290.3   108.7    86.1     0.0
(Max)       V       7.7    15.4    23.0    30.7    35.4    35.9    37.8
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     107.9    94.0    70.8    38.4    14.4    11.4     0.0
DC(Max)     V       1.0     2.0     3.0     4.1     4.7     4.7     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     781.3   680.6   512.8   277.8   104.0    82.4     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    33.8    34.3    36.2
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       4.5     3.3     2.2     1.1     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     287.4   250.3   188.6   102.2    38.2    30.3     0.0
DC(Max)     V       2.7     5.4     8.1    10.8    12.4    12.6    13.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     158.6   138.1   104.1    56.4    21.1    16.7     0.0
DW(Max)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.4
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+   1772.0  1586.9  1219.2   684.7   260.8   207.0     0.0
            V      51.2    65.5    85.5    99.8   109.1   110.1   114.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    56.9    71.2    85.5    99.8   109.1   110.1   114.1
            M    1652.9  1541.9  1219.2   684.7   260.8   207.0     0.0
Total     : M+   3928.1  3464.6  2633.6  1450.9   547.5   434.1     0.0
            V      71.6   106.1   146.3   180.9   202.4   204.8   213.9
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    77.2   111.8   146.3   180.9   202.4   204.8   213.9
            M    3809.0  3419.6  2633.6  1450.9   547.5   434.1     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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 


 
 
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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.014   0.037   0.068   0.090   0.104   0.108
Bottom        -0.000  -0.009  -0.011  -0.030  -0.055  -0.073  -0.083  -0.087
 
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  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.080   0.101   0.268   0.494   0.655   0.750   0.782
Bottom        -0.000  -0.065  -0.081  -0.217  -0.399  -0.527  -0.602  -0.628
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.027   0.050   0.066   0.076   0.079
Precast-top   -0.000   0.006   0.008   0.021   0.039   0.051   0.059   0.062
Bottom        -0.000  -0.017  -0.021  -0.056  -0.103  -0.136  -0.156  -0.163
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.006   0.015   0.028   0.037   0.042   0.044
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.033   0.034
Bottom        -0.000  -0.009  -0.012  -0.031  -0.057  -0.075  -0.086  -0.090
 
LL+I(+)
Topping-top   -0.000   0.055   0.070   0.185   0.337   0.439   0.500   0.516
Precast-top   -0.000   0.043   0.054   0.143   0.260   0.340   0.387   0.399
Bottom        -0.000  -0.113  -0.143  -0.379  -0.690  -0.900  -1.023  -1.055
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.068   0.085   0.227   0.415   0.543   0.618   0.639 
Precast-top   -0.062  -0.063  -0.009   0.417   0.973   1.341   1.526   1.613 
Bottom         0.431   1.609   1.540   0.992   0.275  -0.202  -0.457  -0.557 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.016   0.042   0.078   0.103   0.118   0.123 
Precast-top   -0.062  -0.105  -0.063   0.274   0.713   1.001   1.139   1.214 
Bottom         0.431   1.722   1.683   1.372   0.966   0.698   0.566   0.498 
 

 
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    9.13   18.27   27.40   36.53   45.67
 
Beam-Self
Precast-top    0.108   0.305   0.541   0.708   0.808   0.841 
Bottom        -0.087  -0.247  -0.436  -0.570  -0.648  -0.675 
 
Prestress
Precast-top   -0.324  -0.387  -0.481  -0.573  -0.665  -0.665 
Bottom         2.118   2.167   2.240   2.311   2.382   2.382 
 
Total
Precast-top   -0.216  -0.082   0.060   0.135   0.142   0.176 
Bottom         2.031   1.921   1.803   1.741   1.734   1.707 
 
As_top  , in2  0.699   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    8.47   17.60   26.73   35.87   45.00
 
Prestress
Precast-top   -0.062  -0.289  -0.295  -0.345  -0.429  -0.511  -0.593  -0.593
Bottom         0.431   1.889   1.894   1.933   1.998   2.062   2.125   2.125
 
Self wt.
Precast-top   -0.000   0.083   0.105   0.280   0.517   0.684   0.783   0.817
Bottom        -0.000  -0.067  -0.085  -0.227  -0.417  -0.551  -0.629  -0.656
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.014   0.037   0.068   0.090   0.104   0.108
Bottom        -0.000  -0.009  -0.011  -0.030  -0.055  -0.073  -0.083  -0.087
 
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  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.080   0.101   0.268   0.494   0.655   0.750   0.782
Bottom        -0.000  -0.065  -0.081  -0.217  -0.399  -0.527  -0.602  -0.628
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.027   0.050   0.066   0.076   0.079
Precast-top   -0.000   0.006   0.008   0.021   0.039   0.051   0.059   0.062
Bottom        -0.000  -0.017  -0.021  -0.056  -0.103  -0.136  -0.156  -0.163
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.006   0.015   0.028   0.037   0.042   0.044
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.033   0.034
Bottom        -0.000  -0.009  -0.012  -0.031  -0.057  -0.075  -0.086  -0.090
 
LL+I(+)
Topping-top   -0.000   0.044   0.056   0.148   0.269   0.352   0.400   0.412
Precast-top   -0.000   0.034   0.043   0.114   0.208   0.272   0.310   0.319
Bottom        -0.000  -0.091  -0.114  -0.303  -0.552  -0.720  -0.818  -0.844
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.057   0.072   0.190   0.347   0.455   0.518   0.536 
Precast-top   -0.062  -0.071  -0.020   0.388   0.921   1.273   1.448   1.533 
Bottom         0.431   1.632   1.569   1.068   0.414  -0.022  -0.252  -0.346 
 

 
 
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    8.47   17.60   26.73   35.87   45.00
F_LL+I(+)
Topping-top   -0.000   0.055   0.070   0.182   0.324   0.422   0.470   0.463
Precast-top   -0.000   0.043   0.054   0.141   0.251   0.326   0.364   0.358
Bottom        -0.000  -0.113  -0.143  -0.375  -0.665  -0.863  -0.961  -0.947
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.061   0.077   0.204   0.363   0.473   0.529   0.524 
Precast-top   -0.031  -0.010   0.022   0.278   0.607   0.826   0.933   0.965 
Bottom         0.215   0.748   0.699   0.311  -0.182  -0.515  -0.678  -0.698 
 

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
    324.7    6.5   67.9    0.570   2.2   6.00e-3 50.0    328.9     1.158    1.760      0.00
      0.0    0.5   67.7     41.9 0.136      29.7 0.87    12.00     0.101    1.473 
Transfer:   3.00
    311.0    6.5   67.9    2.573  10.0   1.58e-3 34.5    261.8     0.540    1.760      0.00
    660.5    2.3   66.8    189.0 0.129      73.8 2.20    12.00     0.101    1.913 
Critical:   6.21
    292.1    6.5   67.9    3.055  10.0  -0.00e-3 29.0    153.3     0.255    1.760      0.00
   1469.8    2.7   66.6    189.0 0.121     161.2 4.81    24.00     0.101    2.030 
0.1L    :   9.13
    275.0    6.5   67.9    3.490  10.0   0.01e-3 29.0    135.9     0.227    0.827      0.00
   2185.2    3.1   66.4    189.0 0.114     159.7 4.78    24.00     0.101    2.150 
0.2L    :  18.27
    224.2    6.5   65.1    4.340  10.0   1.05e-3 32.7    153.6     0.311    0.496      0.00
   3891.3    3.5   63.4    189.0 0.097      85.6 2.68    24.00     0.101    1.367 
0.3L    :  27.40
    174.5    6.5   66.6    4.340  10.0   2.25e-3 36.9    125.6     0.291    0.413      0.00
   5047.1    3.5   64.9    189.0 0.073      58.3 1.79    24.00     0.101    1.274 
0.4L    :  36.53
    125.8    6.5   68.0    4.340   0.0   2.64e-3 38.2     86.1     0.205    0.413      0.00
   5642.0    3.5   66.3    189.0 0.054      53.8 1.61    24.00     0.101    1.628 
0.5L    :  45.67
     78.2    6.5   68.0    4.340   0.0   2.34e-3 37.2     28.6     0.101    0.413      0.00
   5698.0    3.5   66.3    189.0 0.034      58.2 1.74    24.00     0.101    2.751 
0.6L    :  54.80
    125.8    6.5   68.0    4.340   0.0   2.64e-3 38.2     86.1     0.205    0.413      0.00
   5642.0    3.5   66.3    189.0 0.054      53.8 1.61    24.00     0.101    1.628 
0.7L    :  63.93
    174.5    6.5   66.6    4.340  10.0   2.25e-3 36.9    125.6     0.291    0.413      0.00
   5047.1    3.5   64.9    189.0 0.073      58.3 1.79    24.00     0.101    1.274 
0.8L    :  73.06
    224.2    6.5   65.1    4.340  10.0   1.05e-3 32.7    153.6     0.311    0.496      0.00
   3891.3    3.5   63.4    189.0 0.097      85.6 2.68    24.00     0.101    1.367 
0.9L    :  82.20
    275.0    6.5   67.9    3.490  10.0   0.01e-3 29.0    135.9     0.227    0.827      0.00
   2185.2    3.1   66.4    189.0 0.114     159.7 4.78    24.00     0.101    2.150 
Critical:  85.12
    292.1    6.5   67.9    3.055  10.0  -0.00e-3 29.0    153.3     0.255    1.760      0.00
   1469.8    2.7   66.6    189.0 0.121     161.2 4.81    24.00     0.101    2.030 
Transfer:  88.33
    311.0    6.5   67.9    2.573  10.0   1.58e-3 34.5    261.8     0.540    1.760      0.00
    660.5    2.3   66.8    189.0 0.129      73.8 2.20    12.00     0.101    1.913 
Bearing :  90.67
    324.7    6.5   67.9    0.570   2.2   6.00e-3 50.0    328.9     1.158    1.760      0.00
      0.0    0.5   67.7     41.9 0.136      29.7 0.87    12.00     0.101    1.473 
 

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
    324.7      5.33     67.92    0.51       67.66    24.00      0.300      1.028      0.000      0.000*
Transfer:      2.33
    311.0      5.18     67.92    2.30       66.77    24.00      0.300      0.975      0.000      1.760 
Critical:      5.55
    292.1      4.88     67.92    2.72       66.55    24.00      0.300      0.876      0.000      1.760 
0.1L    :      8.47
    275.0      4.60     67.92    3.11       66.36    24.00      0.300      0.785      0.000      0.827 
0.2L    :     17.60
    224.2      3.93     65.15    3.47       63.41    24.00      0.300      0.560      0.000      0.496 
0.3L    :     26.73
    174.5      2.99     66.60    3.47       64.86    24.00      0.300      0.247      0.000      0.413 
0.4L    :     35.87
    125.8      2.11     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.5L    :     45.00
     78.2      1.31     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.6L    :     54.13
    125.8      2.11     68.05    3.48       66.31    24.00      0.300      0.000      0.000      0.413 
0.7L    :     63.27
    174.5      2.99     66.60    3.47       64.86    24.00      0.300      0.247      0.000      0.413 
0.8L    :     72.40
    224.2      3.93     65.15    3.47       63.41    24.00      0.300      0.560      0.000      0.496 
0.9L    :     81.53
    275.0      4.60     67.92    3.11       66.36    24.00      0.300      0.785      0.000      0.827 
Critical:     84.45
    292.1      4.88     67.92    2.72       66.55    24.00      0.300      0.876      0.000      1.760 
Transfer:     87.67
    311.0      5.18     67.92    2.30       66.77    24.00      0.300      0.975      0.000      1.760 
Bearing :     90.00
    324.7      5.33     67.92    0.51       67.66    24.00      0.300      1.028      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 = 8.47 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
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          :       0.321            0.568            0.665
 
At 0.2 x L = 17.60 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
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          :       0.558            0.985            1.149
 
At 0.3 x L = 26.73 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
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          :       0.719            1.268            1.475
 
At 0.4 x L = 35.87 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
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          :       0.812            1.430            1.661
 
At 0.5 x L = 45.00 ft
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
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          :       0.844            1.486            1.725
 
At 0.6 x L = 54.13 ft
Prestress      :       1.436  1.80      2.585  2.20      3.160
Self Wt.       :      -0.625  1.85     -1.155  2.40     -1.499
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          :       0.812            1.430            1.661
 
At 0.7 x L = 63.27 ft
Prestress      :       1.254  1.80      2.258  2.20      2.760
Self Wt.       :      -0.535  1.85     -0.990  2.40     -1.285
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          :       0.719            1.268            1.475
 
At 0.8 x L = 72.40 ft
Prestress      :       0.950  1.80      1.710  2.20      2.090
Self Wt.       :      -0.392  1.85     -0.726  2.40     -0.941
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          :       0.558            0.985            1.149
 
At 0.9 x L = 81.53 ft
Prestress      :       0.529  1.80      0.953  2.20      1.165
Self Wt.       :      -0.208  1.85     -0.385  2.40     -0.499
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          :       0.321            0.568            0.665
 

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
   650.1    62.7  2.858  266.7    2.7   2.30   3912.5  0.074T 1.00       -       -     -     -  
H/2     :   2.97
   820.3    62.8  2.964  266.6    2.8   2.38   4058.8  0.071T 1.00       -       -     -     -  
0.1L    :   8.47
  2185.2    63.7  3.878  265.7    3.7   3.11   5335.2  0.054T 1.00       -       -     -     -  
0.2L    :  17.60
  4008.0    65.1  4.340  265.3    4.1   3.47   6083.6  0.048T 1.00   5274.6  5274.6    1.15    -  
0.3L    :  26.73
  5276.7    66.6  4.340  265.4    4.1   3.47   6225.0  0.048T 1.00   5268.0  5268.0    1.18    -  
0.4L    :  35.87
  6034.0    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5324.7  5324.7    1.20    -  
0.5L    :  45.00
  6255.9    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5293.5  5293.5    1.20    -  
0.6L    :  54.13
  6034.0    68.0  4.340  265.5    4.1   3.48   6366.5  0.048T 1.00   5324.7  5324.7    1.20    -  
0.7L    :  63.27
  5276.7    66.6  4.340  265.4    4.1   3.47   6225.0  0.048T 1.00   5268.0  5268.0    1.18    -  
0.8L    :  72.40
  4008.0    65.1  4.340  265.3    4.1   3.47   6083.6  0.048T 1.00   5274.6  5274.6    1.15    -  
0.9L    :  81.53
  2185.2    63.7  3.878  265.7    3.7   3.11   5335.2  0.054T 1.00       -       -     -     -  
H/2     :  87.03
   820.3    62.8  2.964  266.6    2.8   2.38   4058.8  0.071T 1.00       -       -     -     -  
Transfer:  87.67
   650.1    62.7  2.858  266.7    2.7   2.30   3912.5  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     0.031
        M   2.00 Fb     0.161
 
  2   2 E  60.00 Ft     0.319
        M   2.00 Fb     0.113
 
  3   2 E   6.00 Ft     0.269
        M   6.00 Fb     0.339
 
  4   2 E   6.00 Ft     0.219
        M   6.00 Fb     0.565
 
  5   2 E   6.00 Ft     0.170
        M   6.00 Fb     0.790
 
  6   2 E   2.00 Ft     0.092
        M   2.00 Fb     1.038
 
  7   2 E   2.00 Ft     0.015
        M   2.00 Fb     1.287
 
  8   2 E   2.00 Ft    -0.062
        M   2.00 Fb     1.535
 
  9   2 E   2.00 Ft    -0.139
        M   2.00 Fb     1.783
 
 10   2 E   2.00 Ft    -0.216
        M   2.00 Fb     2.031
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 91.33            Release Length, ft: 91.33
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:  4.87 %               Final losses: 10.74 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.031     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.216       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     6255.93     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   0.639     Midspan    1.800   0.123     Midspan
    Pre.Top:   3.600   1.613     Midspan    2.700   1.214     Midspan
    Pre.Bot:   3.600   1.609    Transfer    2.700   1.722    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.071    Transfer
    Pre.Bot:  -0.465  -0.346     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.965     Midspan
    Pre.Bot:                                                             2.400   0.748    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  45.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.500  1.80      2.699  2.20      3.299
Self Wt.       :      -0.656  1.85     -1.213  2.40     -1.574
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          :       0.844            1.486            1.725
 
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

