 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE80 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 80 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) There are no hold-down points as only straight strands are used.
                     (9) The beam lifting and supporting points are both assumed are 2.75 feet and 4 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_d6c.tmp\BTE80\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       43.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.001
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 =   4953489.00
 
SPAN DATA
---------
Precast length    , ft =     81.330
Bearing-to-bearing, ft =     80.000
Release span      , ft =     81.330
 
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   7.292
 
 
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 
     Straight Pattern
     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   80.00   Additional Haunch Load
   1    1    DC Line        0.076    0.00       0.076   80.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   80.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   80.00   Additional Haunch Load
   1    5    DC Line        0.068    0.00       0.068   80.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   40.000
   1    2        0.500   40.000
   1    3        0.500   40.000
   1    4        0.500   40.000
   1    5        0.250   40.000
 
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   80.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   80.00   Right Barrier Weight
   1    DC Line        0.052    0.00       0.052   80.00   Additional Overhang Load
   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    0.072     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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  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 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1670 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 58.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 58.6631 66.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 66.1631 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.1631 74.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 74.1631 74.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 74.7051 80.2051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.2051 80.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 80.7051 81.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2051 81.3301 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 81.3300       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  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 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1670 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 58.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 58.6631 66.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 66.1631 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.1631 74.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 74.1631 74.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 74.7051 80.2051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.2051 80.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 80.7051 81.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2051 81.3301 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 81.3300       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  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 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1670 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 58.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 58.6631 66.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 66.1631 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.1631 74.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 74.1631 74.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 74.7051 80.2051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.2051 80.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 80.7051 81.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2051 81.3301 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 81.3300       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  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 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1670 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 58.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 58.6631 66.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 66.1631 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.1631 74.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 74.1631 74.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 74.7051 80.2051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.2051 80.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 80.7051 81.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2051 81.3301 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 81.3300       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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 3.33 in):
 
  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 15.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 15.1670 22.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 22.6670 58.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 58.6631 66.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 66.1631 71.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 71.1631 74.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 74.1631 74.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 74.7051 80.2051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 80.2051 80.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 80.7051 81.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.50 81.2051 81.3301 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 81.3300       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       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   80.00
     DC  Line       0.076      0.00       0.076   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 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)  : 0.794   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.890   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.981   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    811.9    827.7    827.7    827.7    827.7    827.7    827.7    827.7
  Yb      ,  in    28.61    28.13    28.13    28.13    28.13    28.13    28.13    28.13
  MI(Ixx) , in4   425686   435604   435604   435604   435604   435604   435604   435604
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1487.5   1502.2   1502.2   1502.2   1502.2   1502.2   1502.2   1502.2
  Yb      ,  in    46.19    45.77    45.77    45.77    45.77    45.77    45.77    45.77
  MI(Ixx) , in4   980359  1007137  1007137  1007137  1007137  1007137  1007137  1007137

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
    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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.902 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.877 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.197 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)       
--------------------------------------------------------------------------------------
      1463.940         740 1083.316     16.889 68402.070  1137.823     514.814        
 
 
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     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     58.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      58.6631     66.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      66.1631     71.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.1631     74.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      74.1631     74.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00      74.7051     80.2051    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.2051     80.7051     No
      2      US#6[M19]       60.00        0.88       6.00      80.7051     81.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2051     81.3301     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      6 US#5[M16]           2.00 1.860 0.0000 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.33 in
         P_init    =      765.7 kips  Ecc = 25.42 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.453 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.94 ksi    0.00 ksi
    due to Composite Loads                                 -1.11 ksi    0.00 ksi
    due to Live Loads                                      -3.89 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                         7.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.02 ksi  ( 4.60 %)            12.36 ksi ( 6.31 %)
Total Prestress Losses                                    21.38 ksi (10.91 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0    10.1    12.7    30.1    55.8    74.2    85.3    88.9
DC(Max)     V       4.4     4.2     4.1     3.6     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
Deck +    : M       0.0    73.0    92.0   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    29.8    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   197.8   249.3   586.9  1074.0  1402.6  1597.1  1643.9
            V     108.1   103.7   102.5    94.0    79.5    65.0    45.5    31.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.1   103.7   102.5    94.0    80.2    67.1    54.4    42.3
            M       0.0   202.8   254.8   586.9  1021.2  1298.9  1415.0  1379.5
Total     : M+      0.0   400.0   504.3  1190.9  2194.5  2892.4  3308.8  3430.3
            V     197.3   187.7   185.1   166.6   133.9   101.3    63.8    31.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   197.3   187.7   185.1   166.6   134.7   103.4    72.7    42.4
            M       0.0   405.0   509.8  1190.9  2141.8  2788.7  3126.7  3165.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      85.3    74.2    55.8    30.1    12.7    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.1     4.2     4.4
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     617.2   537.4   404.3   218.0    92.0    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    29.8    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1597.1  1402.6  1074.0   586.9   249.3   197.8     0.0
            V      45.5    65.0    79.5    94.0   102.5   103.7   108.1
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    54.4    67.1    80.2    94.0   102.5   103.7   108.1
            M    1415.0  1298.9  1021.2   586.9   254.8   202.8     0.0
Total     : M+   3308.8  2892.4  2194.5  1190.9   504.3   400.0     0.0
            V      63.8   101.3   133.9   166.6   185.1   187.7   197.3
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    72.7   103.4   134.7   166.6   185.1   187.7   197.3
            M    3126.7  2788.7  2141.8  1190.9   509.8   405.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.6             33.6
Deck+Haunch            32.2             32.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.4              4.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.3             61.3
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0    10.1    12.7    30.1    55.8    74.2    85.3    88.9
DC(Max)     V       4.4     4.2     4.1     3.6     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
Deck +    : M       0.0    73.0    92.0   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    29.8    26.2    19.6    13.1     6.5     0.0
Diaphragm : M       0.0     0.3     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   158.3   199.4   469.5   859.2  1122.1  1277.7  1315.1
            V      86.4    82.9    82.0    75.2    63.6    52.0    36.4    24.8
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    86.4    82.9    82.0    75.2    64.2    53.7    43.5    33.8
            M       0.0   162.3   203.9   469.5   817.0  1039.1  1132.0  1103.6
Total     : M+      0.0   360.5   454.4  1073.5  1979.7  2611.9  2989.4  3101.6
            V     175.6   166.9   164.6   147.8   118.0    88.3    54.7    25.0
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   175.6   166.9   164.6   147.8   118.6    90.0    61.8    33.9
            M       0.0   364.5   458.9  1073.5  1937.5  2528.9  2843.7  2890.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      85.3    74.2    55.8    30.1    12.7    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.1     4.2     4.4
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     617.2   537.4   404.3   218.0    92.0    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    29.8    30.3    32.2
Diaphragm : M       4.0     3.0     2.0     0.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1277.7  1122.1   859.2   469.5   199.4   158.3     0.0
            V      36.4    52.0    63.6    75.2    82.0    82.9    86.4
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    43.5    53.7    64.2    75.2    82.0    82.9    86.4
            M    1132.0  1039.1   817.0   469.5   203.9   162.3     0.0
Total     : M+   2989.4  2611.9  1979.7  1073.5   454.4   360.5     0.0
            V      54.7    88.3   118.0   147.8   164.6   166.9   175.6
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    61.8    90.0   118.6   147.8   164.6   166.9   175.6
            M    2843.7  2528.9  1937.5  1073.5   458.9   364.5     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    95.3   120.2   284.7   528.1   702.0   806.3   841.0
(Max)       V      42.1    39.6    38.9    34.2    25.7    17.1     8.6     0.0
Self wt.  : M       0.0    68.6    86.6   205.0   380.2   505.4   580.5   605.5
(Min)       V      30.3    28.5    28.0    24.6    18.5    12.3     6.2     0.0
DL-Prec.  : M       0.0    12.6    15.9    37.6    69.8    92.8   106.6   111.2
DC(Max)     V       5.6     5.2     5.1     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     9.1    11.4    27.1    50.3    66.8    76.7    80.0
DC(Min)     V       4.0     3.8     3.7     3.3     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    91.2   115.0   272.5   505.4   671.7   771.5   804.8
Haunch (Max)V      40.2    37.9    37.3    32.7    24.5    16.4     8.2     0.0
Deck +    : M       0.0    65.7    82.8   196.2   363.9   483.6   555.5   579.5
Haunch (Min)V      29.0    27.3    26.8    23.6    17.7    11.8     5.9     0.0
Diaphragm : M       0.0     0.4     0.5     1.2     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.7    43.8   103.7   192.4   255.7   293.7   306.4
DC(Max)     V      15.3    14.4    14.2    12.5     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    25.0    31.5    74.7   138.5   184.1   211.5   220.6
DC(Min)     V      11.0    10.4    10.2     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    22.2    28.0    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.1     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6    12.1    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   346.2   436.3  1027.0  1879.4  2454.5  2794.9  2876.9
            V     189.1   181.4   179.3   164.5   139.1   113.7    79.7    54.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   189.1   181.4   179.3   164.5   140.4   117.4    95.3    74.0
            M       0.0   354.9   446.0  1027.0  1787.2  2273.0  2476.2  2414.2
Total     : M+      0.0   602.7   759.7  1793.1  3300.6  4344.0  4965.9  5142.6
            V     302.2   287.9   284.1   256.5   208.2   159.8   102.8    54.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   302.2   287.9   284.1   256.5   209.5   163.5   118.4    74.1
            M       0.0   611.4   769.4  1793.1  3208.4  4162.5  4647.2  4679.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     806.3   702.0   528.1   284.7   120.2    95.3     0.0
(Max)       V       8.6    17.1    25.7    34.2    38.9    39.6    42.1
Self wt.  : M     580.5   505.4   380.2   205.0    86.6    68.6     0.0
(Min)       V       6.2    12.3    18.5    24.6    28.0    28.5    30.3
DL-Prec.  : M     106.6    92.8    69.8    37.6    15.9    12.6     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.1     5.2     5.6
DL-Prec.  : M      76.7    66.8    50.3    27.1    11.4     9.1     0.0
DC(Min)     V       0.8     1.6     2.4     3.3     3.7     3.8     4.0
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     771.5   671.7   505.4   272.5   115.0    91.2     0.0
Haunch (Max)V       8.2    16.4    24.5    32.7    37.3    37.9    40.2
Deck +    : M     555.5   483.6   363.9   196.2    82.8    65.7     0.0
Haunch (Min)V       5.9    11.8    17.7    23.6    26.8    27.3    29.0
Diaphragm : M       5.0     3.7     2.4     1.2     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.8     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     293.7   255.7   192.4   103.7    43.8    34.7     0.0
DC(Max)     V       3.1     6.2     9.3    12.5    14.2    14.4    15.3
DL-Comp   : M     211.5   184.1   138.5    74.7    31.5    25.0     0.0
DC(Min)     V       2.2     4.5     6.7     9.0    10.2    10.4    11.0
DL-Comp   : M     187.9   163.6   123.1    66.4    28.0    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.1     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8    12.1     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.2
LL + I    : M+   2794.9  2454.5  1879.4  1027.0   436.3   346.2     0.0
            V      79.7   113.7   139.1   164.5   179.3   181.4   189.1
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    95.3   117.4   140.4   164.5   179.3   181.4   189.1
            M    2476.2  2273.0  1787.2  1027.0   446.0   354.9     0.0
Total     : M+   4965.9  4344.0  3300.6  1793.1   759.7   602.7     0.0
            V     102.8   159.8   208.2   256.5   284.1   287.9   302.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   118.4   163.5   209.5   256.5   284.1   287.9   302.2
            M    4647.2  4162.5  3208.4  1793.1   769.4   611.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            40.2             40.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           76.6             76.6
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.1    12.7    30.1    55.8    74.2    85.3    88.9
DC(Max)     V       4.4     4.2     4.1     3.6     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
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    73.0    92.0   218.0   404.3   537.4   617.2   643.9
Haunch (Max)V      32.2    30.3    29.8    26.2    19.6    13.1     6.5     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     0.9     2.0     3.0     4.0     5.0
(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    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     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    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     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   199.0   250.4   582.0  1034.9  1344.0  1494.0  1455.5
            V     109.7   105.3   104.1    95.5    81.3    62.8    48.6    34.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.7   105.3   104.1    95.5    81.3    67.1    52.9    39.5
            M       0.0   199.0   250.4   582.0  1034.9  1299.3  1375.1  1288.1
Total     : M+      0.0   401.2   505.4  1186.0  2155.5  2833.8  3205.8  3241.9
            V     198.9   189.3   186.7   168.1   135.8    99.1    66.8    34.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   198.9   189.3   186.7   168.1   135.8   103.5    71.1    39.6
            M       0.0   401.2   505.4  1186.0  2155.5  2789.1  3086.8  3074.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
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      85.3    74.2    55.8    30.1    12.7    10.1     0.0
DC(Max)     V       0.9     1.8     2.7     3.6     4.1     4.2     4.4
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     617.2   537.4   404.3   218.0    92.0    73.0     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    29.8    30.3    32.2
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       4.0     3.0     2.0     0.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
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     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
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+   1494.0  1344.0  1034.9   582.0   250.4   199.0     0.0
            V      48.6    62.8    81.3    95.5   104.1   105.3   109.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.9    67.1    81.3    95.5   104.1   105.3   109.7
            M    1375.1  1299.3  1034.9   582.0   250.4   199.0     0.0
Total     : M+   3205.8  2833.8  2155.5  1186.0   505.4   401.2     0.0
            V      66.8    99.1   135.8   168.1   186.7   189.3   198.9
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    71.1   103.5   135.8   168.1   186.7   189.3   198.9
            M    3086.8  2789.1  2155.5  1186.0   505.4   401.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.010   0.012   0.029   0.054   0.071   0.082   0.085
Bottom        -0.000  -0.008  -0.010  -0.023  -0.043  -0.058  -0.066  -0.069
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.070   0.088   0.209   0.388   0.516   0.593   0.619
Bottom        -0.000  -0.057  -0.071  -0.169  -0.313  -0.416  -0.478  -0.499
 
DL-Comp (DC)
Precast-top   -0.000   0.006   0.007   0.017   0.032   0.042   0.048   0.050
Bottom        -0.000  -0.015  -0.019  -0.045  -0.084  -0.112  -0.128  -0.134
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.022   0.026   0.027
Bottom        -0.000  -0.008  -0.010  -0.024  -0.045  -0.059  -0.068  -0.071
 
LL+I(+)
Precast-top   -0.000   0.041   0.051   0.120   0.221   0.288   0.328   0.338
Bottom        -0.000  -0.108  -0.136  -0.320  -0.586  -0.765  -0.871  -0.896
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.330  -0.278   0.072   0.586   0.949   1.167   1.237 
Bottom         0.446   1.673   1.607   1.169   0.528   0.081  -0.187  -0.266 
 
Final 2 (P/S + DL)
Precast-top   -0.123  -0.371  -0.329  -0.049   0.365   0.661   0.839   0.899 
Bottom         0.446   1.781   1.743   1.489   1.114   0.846   0.684   0.630 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.010   0.012   0.029   0.054   0.071   0.082   0.085
Bottom        -0.000  -0.008  -0.010  -0.023  -0.043  -0.058  -0.066  -0.069
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.070   0.088   0.209   0.388   0.516   0.593   0.619
Bottom        -0.000  -0.057  -0.071  -0.169  -0.313  -0.416  -0.478  -0.499
 
DL-Comp (DC)
Precast-top   -0.000   0.006   0.007   0.017   0.032   0.042   0.048   0.050
Bottom        -0.000  -0.015  -0.019  -0.045  -0.084  -0.112  -0.128  -0.134
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.004   0.009   0.017   0.022   0.026   0.027
Bottom        -0.000  -0.008  -0.010  -0.024  -0.045  -0.059  -0.068  -0.071
 
LL+I(+)
Precast-top   -0.000   0.032   0.041   0.096   0.176   0.230   0.262   0.270
Bottom        -0.000  -0.086  -0.109  -0.256  -0.469  -0.612  -0.697  -0.717
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.339  -0.288   0.047   0.542   0.892   1.102   1.169 
Bottom         0.446   1.695   1.634   1.233   0.645   0.234  -0.012  -0.087 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Precast-top   -0.000   0.041   0.051   0.119   0.212   0.276   0.307   0.299
Bottom        -0.000  -0.109  -0.137  -0.317  -0.564  -0.733  -0.815  -0.794
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.062  -0.145  -0.113   0.095   0.395   0.607   0.726   0.748 
Bottom         0.223   0.782   0.735   0.427  -0.007  -0.310  -0.473  -0.479 
 

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
    302.2    6.5   67.9    0.572   0.0   6.00e-3 50.0    306.1     1.078    1.760      0.00
      0.0    0.5   67.7     41.9 0.127      29.7 0.87    12.00     0.101    1.577 
Transfer:   3.00
    287.9    6.5   67.9    2.581   0.0   1.20e-3 33.2    234.8     0.459    1.760      0.00
    611.4    2.1   66.9    189.0 0.123      85.1 2.53    24.00     0.101    2.038 
Critical:   6.22
    268.1    6.5   67.9    3.063   0.0  -0.01e-3 29.0    135.4     0.225    1.760      0.00
   1361.2    2.5   66.7    189.0 0.115     162.5 4.84    24.00     0.101    2.182 
0.1L    :   8.13
    256.5    6.5   67.9    3.345   0.0  -0.01e-3 29.0    122.5     0.204    0.827      0.00
   1793.1    2.7   66.6    189.0 0.110     162.5 4.85    24.00     0.101    2.277 
0.2L    :  16.27
    209.5    6.5   67.9    3.906   0.0   0.46e-3 30.6    113.8     0.203    0.496      0.00
   3208.4    3.1   66.4    189.0 0.090     119.0 3.56    24.00     0.101    1.706 
0.3L    :  24.40
    163.5    6.5   67.9    3.906   0.0   1.60e-3 34.6    108.8     0.226    0.413      0.00
   4162.5    3.1   66.4    189.0 0.070      72.9 2.18    24.00     0.101    1.495 
0.4L    :  32.53
    118.4    6.5   67.9    3.906   0.0   1.98e-3 35.9     67.1     0.147    0.413      0.00
   4647.2    3.1   66.4    189.0 0.051      64.5 1.93    24.00     0.101    1.928 
0.5L    :  40.67
     74.1    6.5   67.9    3.906   0.0   1.64e-3 34.7     10.4     0.101    0.413      0.00
   4679.9    3.1   66.4    189.0 0.032      71.9 2.15    24.00     0.101    3.274 
0.6L    :  48.80
    118.4    6.5   67.9    3.906   0.0   1.98e-3 35.9     67.1     0.147    0.413      0.00
   4647.2    3.1   66.4    189.0 0.051      64.5 1.93    24.00     0.101    1.928 
0.7L    :  56.93
    163.5    6.5   67.9    3.906   0.0   1.60e-3 34.6    108.8     0.226    0.413      0.00
   4162.5    3.1   66.4    189.0 0.070      72.9 2.18    24.00     0.101    1.495 
0.8L    :  65.06
    209.5    6.5   67.9    3.906   0.0   0.46e-3 30.6    113.8     0.203    0.496      0.00
   3208.4    3.1   66.4    189.0 0.090     119.0 3.56    24.00     0.101    1.706 
0.9L    :  73.20
    256.5    6.5   67.9    3.345   0.0  -0.01e-3 29.0    122.5     0.204    0.827      0.00
   1793.1    2.7   66.6    189.0 0.110     162.5 4.85    24.00     0.101    2.277 
Critical:  75.11
    268.1    6.5   67.9    3.063   0.0  -0.01e-3 29.0    135.4     0.225    1.760      0.00
   1361.2    2.5   66.7    189.0 0.115     162.5 4.84    24.00     0.101    2.182 
Transfer:  78.33
    287.9    6.5   67.9    2.581   0.0   1.20e-3 33.2    234.8     0.459    1.760      0.00
    611.4    2.1   66.9    189.0 0.123      85.1 2.53    24.00     0.101    2.038 
Bearing :  80.67
    302.2    6.5   67.9    0.572   0.0   6.00e-3 50.0    306.1     1.078    1.760      0.00
      0.0    0.5   67.7     41.9 0.127      29.7 0.87    12.00     0.101    1.577 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.53
 
 
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
    302.2      4.96     67.92    0.46       67.68    24.00      0.300      0.904      0.000      0.000*
Transfer:      2.33
    287.9      4.78     67.92    2.08       66.88    24.00      0.300      0.845      0.000      1.760 
Critical:      5.56
    268.2      4.47     67.92    2.46       66.68    24.00      0.300      0.740      0.000      1.760 
0.1L    :      7.47
    256.5      4.28     67.92    2.69       66.57    24.00      0.300      0.677      0.000      0.827 
0.2L    :     15.60
    209.5      3.51     67.92    3.13       66.35    24.00      0.300      0.419      0.000      0.496 
0.3L    :     23.73
    163.5      2.74     67.92    3.13       66.35    24.00      0.300      0.163      0.000      0.413 
0.4L    :     31.87
    118.4      1.98     67.92    3.13       66.35    24.00      0.300      0.000      0.000      0.413 
0.5L    :     40.00
     74.1      1.24     67.92    3.13       66.35    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    118.4      1.98     67.92    3.13       66.35    24.00      0.300      0.000      0.000      0.413 
0.7L    :     56.27
    163.5      2.74     67.92    3.13       66.35    24.00      0.300      0.163      0.000      0.413 
0.8L    :     64.40
    209.5      3.51     67.92    3.13       66.35    24.00      0.300      0.419      0.000      0.496 
0.9L    :     72.53
    256.5      4.28     67.92    2.69       66.57    24.00      0.300      0.677      0.000      0.827 
Critical:     74.44
    268.2      4.47     67.92    2.46       66.68    24.00      0.300      0.740      0.000      1.760 
Transfer:     77.67
    287.9      4.78     67.92    2.08       66.88    24.00      0.300      0.845      0.000      1.760 
Bearing :     80.00
    302.2      4.96     67.92    0.46       67.68    24.00      0.300      0.904      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 
At 0.2 x L = 15.60 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.3 x L = 23.73 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.4 x L = 31.87 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.5 x L = 40.00 ft
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
At 0.6 x L = 48.13 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.7 x L = 56.27 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.8 x L = 64.40 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.9 x L = 72.53 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 

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
   602.7    67.9  2.581  267.3    2.4   2.08   3844.9  0.082T 1.00       -       -     -     -  
H/2     :   2.97
   759.7    67.9  2.676  267.2    2.5   2.16   3981.6  0.079T 1.00       -       -     -     -  
0.1L    :   7.47
  1793.1    67.9  3.345  266.5    3.2   2.69   4945.3  0.063T 1.00       -       -     -     -  
0.2L    :  15.60
  3300.6    67.9  3.906  265.9    3.7   3.13   5742.6  0.053T 1.00   5241.5  4389.8    1.10    -  
0.3L    :  23.73
  4344.0    67.9  3.906  265.9    3.7   3.13   5742.6  0.053T 1.00   5118.8  5118.8    1.12    -  
0.4L    :  31.87
  4965.9    67.9  3.906  265.9    3.7   3.13   5742.6  0.053T 1.00   5045.0  5045.0    1.14    -  
0.5L    :  40.00
  5142.6    67.9  3.906  265.9    3.7   3.13   5742.6  0.053T 1.00   5020.1  5020.1    1.14    -  
0.6L    :  48.13
  4965.9    67.9  3.906  265.9    3.7   3.13   5742.6  0.053T 1.00   5045.0  5045.0    1.14    -  
0.7L    :  56.27
  4344.0    67.9  3.906  265.9    3.7   3.13   5742.6  0.053T 1.00   5118.8  5118.8    1.12    -  
0.8L    :  64.40
  3300.6    67.9  3.906  265.9    3.7   3.13   5742.6  0.053T 1.00   5241.5  4389.8    1.10    -  
0.9L    :  72.53
  1793.1    67.9  3.345  266.5    3.2   2.69   4945.3  0.063T 1.00       -       -     -     -  
H/2     :  77.03
   759.7    67.9  2.676  267.2    2.5   2.16   3981.6  0.079T 1.00       -       -     -     -  
Transfer:  77.67
   602.7    67.9  2.581  267.3    2.4   2.08   3844.9  0.082T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.020
        M   2.00 Fb     0.170
 
  2   2 E   6.00 Ft    -0.028
        M   6.00 Fb     0.394
 
  3   2 E   6.00 Ft    -0.076
        M   6.00 Fb     0.618
 
  4   2 E   6.00 Ft    -0.124
        M   6.00 Fb     0.843
 
  5   2 E   2.00 Ft    -0.199
        M   2.00 Fb     1.089
 
  6   2 E   2.00 Ft    -0.274
        M   2.00 Fb     1.335
 
  7   2 E   2.00 Ft    -0.349
        M   2.00 Fb     1.581
 
  8   2 E   2.00 Ft    -0.425
        M   2.00 Fb     1.828
 
  9   2 E   2.00 Ft    -0.500
        M   2.00 Fb     2.074
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.60 %               Final losses: 10.91 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       2.074     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.500     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.167   0.2L/0.8L
      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)                  5742.58     5142.56     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
    Pre.Top:   3.600   1.237     Midspan    2.700   0.899     Midspan
    Pre.Bot:   3.600   1.673    Transfer    2.700   1.781    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.465  -0.339    Transfer
    Pre.Bot:  -0.465  -0.087     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.748     Midspan
    Pre.Bot:                                                             2.400   0.782    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 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)  : 0.812   (Calculated)    
Live Moment (1  lane  loaded)  : 0.570   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.120   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.896   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    811.9    827.7    827.7    827.7    827.7    827.7    827.7    827.7
  Yb      ,  in    28.61    28.13    28.13    28.13    28.13    28.13    28.13    28.13
  MI(Ixx) , in4   425686   435604   435604   435604   435604   435604   435604   435604
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1579.0   1593.7   1593.7   1593.7   1593.7   1593.7   1593.7   1593.7
  Yb      ,  in    47.42    47.01    47.01    47.01    47.01    47.01    47.01    47.01
  MI(Ixx) , in4  1019522  1047873  1047873  1047873  1047873  1047873  1047873  1047873

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
    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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.941 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.926 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.197 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)       
--------------------------------------------------------------------------------------
      1463.940         740 1083.316     16.889 68402.070  1137.823     514.814        
 
 
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     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     58.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      58.6631     66.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      66.1631     71.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.1631     74.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      74.1631     74.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00      74.7051     80.2051    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.2051     80.7051     No
      2      US#6[M19]       60.00        0.88       6.00      80.7051     81.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2051     81.3301     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.33 in
         P_init    =      765.7 kips  Ecc = 25.42 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.453 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.35 ksi    0.00 ksi
    due to Composite Loads                                 -1.10 ksi    0.00 ksi
    due to Live Loads                                      -3.90 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                         7.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.02 ksi  ( 4.60 %)            11.96 ksi ( 6.10 %)
Total Prestress Losses                                    20.98 ksi (10.70 %)
 
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 : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   200.7   252.9   595.3  1089.4  1422.8  1620.1  1667.6
            V     123.4   118.4   117.0   107.3    90.8    74.2    52.0    35.5
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   123.4   118.4   117.0   107.3    91.6    76.6    62.2    48.3
            M       0.0   205.7   258.5   595.3  1035.9  1317.6  1435.3  1399.4
Total     : M+      0.0   414.0   521.9  1232.6  2272.0  2995.3  3427.5  3554.6
            V     217.5   207.0   204.2   183.9   148.3   112.6    71.3    35.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   217.5   207.0   204.2   183.9   149.1   115.0    81.5    48.5
            M       0.0   419.1   527.5  1232.6  2218.5  2890.1  3242.7  3286.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     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
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1620.1  1422.8  1089.4   595.3   252.9   200.7     0.0
            V      52.0    74.2    90.8   107.3   117.0   118.4   123.4
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    62.2    76.6    91.6   107.3   117.0   118.4   123.4
            M    1435.3  1317.6  1035.9   595.3   258.5   205.7     0.0
Total     : M+   3427.5  2995.3  2272.0  1232.6   521.9   414.0     0.0
            V      71.3   112.6   148.3   183.9   204.2   207.0   217.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.5   115.0   149.1   183.9   204.2   207.0   217.5
            M    3242.7  2890.1  2218.5  1232.6   527.5   419.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.6             33.6
Deck+Haunch            36.6             36.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.3             61.3
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   160.6   202.3   476.2   871.5  1138.2  1296.0  1334.1
            V      98.7    94.7    93.6    85.9    72.6    59.4    41.6    28.4
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    98.7    94.7    93.6    85.9    73.3    61.3    49.7    38.6
            M       0.0   164.6   206.8   476.2   828.7  1054.1  1148.3  1119.5
Total     : M+      0.0   373.9   471.3  1113.6  2054.1  2710.8  3103.5  3221.1
            V     192.8   183.3   180.8   162.5   130.1    97.8    60.9    28.6
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   192.8   183.3   180.8   162.5   130.8    99.7    69.1    38.9
            M       0.0   377.9   475.8  1113.6  2011.3  2626.6  2955.7  3006.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     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
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1296.0  1138.2   871.5   476.2   202.3   160.6     0.0
            V      41.6    59.4    72.6    85.9    93.6    94.7    98.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.7    61.3    73.3    85.9    93.6    94.7    98.7
            M    1148.3  1054.1   828.7   476.2   206.8   164.6     0.0
Total     : M+   3103.5  2710.8  2054.1  1113.6   471.3   373.9     0.0
            V      60.9    97.8   130.1   162.5   180.8   183.3   192.8
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    69.1    99.7   130.8   162.5   180.8   183.3   192.8
            M    2955.7  2626.6  2011.3  1113.6   475.8   377.9     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    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    95.3   120.2   284.7   528.1   702.0   806.3   841.0
(Max)       V      42.1    39.6    38.9    34.2    25.7    17.1     8.6     0.0
Self wt.  : M       0.0    68.6    86.6   205.0   380.2   505.4   580.5   605.5
(Min)       V      30.3    28.5    28.0    24.6    18.5    12.3     6.2     0.0
DL-Prec.  : M       0.0    13.8    17.4    41.2    76.4   101.6   116.7   121.7
DC(Max)     V       6.1     5.7     5.6     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     9.9    12.5    29.7    55.0    73.1    84.0    87.6
DC(Min)     V       4.4     4.1     4.1     3.6     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   103.6   130.6   309.4   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    42.3    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.6    94.0   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    30.5    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.9     2.3     4.9     7.4    10.0    12.5
(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     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    34.7    43.8   103.7   192.4   255.7   293.7   306.4
DC(Max)     V      15.3    14.4    14.2    12.5     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    25.0    31.5    74.7   138.5   184.1   211.5   220.6
DC(Min)     V      11.0    10.4    10.2     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    22.2    28.0    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.1     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6    12.1    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   351.2   442.5  1041.8  1906.5  2489.8  2835.1  2918.3
            V     216.0   207.2   204.8   187.8   158.9   129.9    91.0    62.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   216.0   207.2   204.8   187.8   160.4   134.1   108.8    84.5
            M       0.0   360.1   452.4  1041.8  1812.9  2305.7  2511.8  2448.9
Total     : M+      0.0   621.6   783.5  1849.5  3405.2  4482.8  5125.7  5309.7
            V     335.2   319.5   315.2   284.9   231.7   178.6   115.5    62.4
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   335.2   319.5   315.2   284.9   233.2   182.8   133.3    84.8
            M       0.0   630.4   793.3  1849.5  3311.6  4298.7  4802.4  4840.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     806.3   702.0   528.1   284.7   120.2    95.3     0.0
(Max)       V       8.6    17.1    25.7    34.2    38.9    39.6    42.1
Self wt.  : M     580.5   505.4   380.2   205.0    86.6    68.6     0.0
(Min)       V       6.2    12.3    18.5    24.6    28.0    28.5    30.3
DL-Prec.  : M     116.7   101.6    76.4    41.2    17.4    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.6     5.7     6.1
DL-Prec.  : M      84.0    73.1    55.0    29.7    12.5     9.9     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
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     876.0   762.7   573.8   309.4   130.6   103.6     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    42.3    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    94.0    74.6     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    30.5    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     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     293.7   255.7   192.4   103.7    43.8    34.7     0.0
DC(Max)     V       3.1     6.2     9.3    12.5    14.2    14.4    15.3
DL-Comp   : M     211.5   184.1   138.5    74.7    31.5    25.0     0.0
DC(Min)     V       2.2     4.5     6.7     9.0    10.2    10.4    11.0
DL-Comp   : M     187.9   163.6   123.1    66.4    28.0    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.1     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8    12.1     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.2
LL + I    : M+   2835.1  2489.8  1906.5  1041.8   442.5   351.2     0.0
            V      91.0   129.9   158.9   187.8   204.8   207.2   216.0
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   108.8   134.1   160.4   187.8   204.8   207.2   216.0
            M    2511.8  2305.7  1812.9  1041.8   452.4   360.1     0.0
Total     : M+   5125.7  4482.8  3405.2  1849.5   783.5   621.6     0.0
            V     115.5   178.6   231.7   284.9   315.2   319.5   335.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   133.3   182.8   233.2   284.9   315.2   319.5   335.2
            M    4802.4  4298.7  3311.6  1849.5   793.3   630.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           76.6             76.6
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     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    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
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    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     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     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(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    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     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    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     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   141.8   178.4   414.6   737.3   957.5  1064.4  1036.9
            V     100.3    96.2    95.1    87.3    74.3    57.3    44.4    31.4
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   100.3    96.2    95.1    87.3    74.3    61.3    48.3    36.1
            M       0.0   141.8   178.4   414.6   737.3   925.6   979.6   917.6
Total     : M+      0.0   355.1   447.4  1051.9  1919.8  2530.1  2871.8  2924.0
            V     194.4   184.8   182.2   163.9   131.8    95.8    63.7    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   194.4   184.8   182.2   163.9   131.8    99.7    67.7    36.3
            M       0.0   355.1   447.4  1051.9  1919.8  2498.2  2787.0  2804.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
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      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
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     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
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+   1064.4   957.5   737.3   414.6   178.4   141.8     0.0
            V      44.4    57.3    74.3    87.3    95.1    96.2   100.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.3    61.3    74.3    87.3    95.1    96.2   100.3
            M     979.6   925.6   737.3   414.6   178.4   141.8     0.0
Total     : M+   2871.8  2530.1  1919.8  1051.9   447.4   355.1     0.0
            V      63.7    95.8   131.8   163.9   182.2   184.8   194.4
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    67.7    99.7   131.8   163.9   182.2   184.8   194.4
            M    2787.0  2498.2  1919.8  1051.9   447.4   355.1     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.013   0.032   0.059   0.078   0.090   0.094
Bottom        -0.000  -0.009  -0.011  -0.026  -0.047  -0.063  -0.072  -0.075
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.080   0.100   0.238   0.441   0.586   0.673   0.702
Bottom        -0.000  -0.064  -0.081  -0.192  -0.356  -0.473  -0.543  -0.566
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.015   0.028   0.037   0.043   0.045
Bottom        -0.000  -0.015  -0.019  -0.045  -0.083  -0.110  -0.126  -0.132
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.008   0.015   0.020   0.023   0.024
Bottom        -0.000  -0.008  -0.010  -0.024  -0.044  -0.059  -0.067  -0.070
 
LL+I(+)
Precast-top   -0.000   0.037   0.046   0.109   0.200   0.261   0.297   0.305
Bottom        -0.000  -0.108  -0.136  -0.320  -0.586  -0.766  -0.872  -0.898
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.325  -0.270   0.089   0.619   0.994   1.220   1.293 
Bottom         0.446   1.665   1.596   1.144   0.481   0.018  -0.259  -0.343 
 
Final 2 (P/S + DL)
Precast-top   -0.123  -0.361  -0.316  -0.020   0.419   0.734   0.923   0.988 
Bottom         0.446   1.773   1.732   1.464   1.067   0.784   0.613   0.555 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.013   0.032   0.059   0.078   0.090   0.094
Bottom        -0.000  -0.009  -0.011  -0.026  -0.047  -0.063  -0.072  -0.075
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.080   0.100   0.238   0.441   0.586   0.673   0.702
Bottom        -0.000  -0.064  -0.081  -0.192  -0.356  -0.473  -0.543  -0.566
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.015   0.028   0.037   0.043   0.045
Bottom        -0.000  -0.015  -0.019  -0.045  -0.083  -0.110  -0.126  -0.132
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.008   0.015   0.020   0.023   0.024
Bottom        -0.000  -0.008  -0.010  -0.024  -0.044  -0.059  -0.067  -0.070
 
LL+I(+)
Precast-top   -0.000   0.029   0.037   0.087   0.160   0.208   0.237   0.244
Bottom        -0.000  -0.086  -0.109  -0.256  -0.469  -0.613  -0.698  -0.718
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.332  -0.279   0.067   0.579   0.942   1.161   1.232 
Bottom         0.446   1.686   1.623   1.208   0.598   0.171  -0.085  -0.164 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Precast-top   -0.000   0.026   0.033   0.076   0.135   0.175   0.195   0.190
Bottom        -0.000  -0.076  -0.096  -0.223  -0.397  -0.515  -0.573  -0.558
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.062  -0.155  -0.126   0.066   0.345   0.542   0.657   0.684 
Bottom         0.223   0.810   0.770   0.509   0.137  -0.124  -0.267  -0.281 
 

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
    335.2    6.5   67.9    0.571   0.0   6.00e-3 50.0    342.8     1.206    1.760      0.04
      0.0    0.4   67.7     41.9 0.141      29.7 0.87    12.00     0.101    1.422 
Transfer:   3.00
    319.5    6.5   67.9    2.577   0.0   2.07e-3 36.2    291.6     0.638    1.760      0.00
    630.4    1.8   67.0    189.0 0.136      63.4 1.88    12.00     0.101    1.840 
Critical:   6.23
    297.6    6.5   67.9    3.059   0.0   0.20e-3 29.7    189.9     0.324    1.760      0.00
   1406.5    2.2   66.8    189.0 0.127     140.8 4.19    12.00     0.101    1.971 
0.1L    :   8.13
    284.9    6.5   67.9    3.340   0.0  -0.00e-3 29.0    154.9     0.257    0.827      0.00
   1849.5    2.4   66.7    189.0 0.122     161.6 4.81    24.00     0.101    2.055 
0.2L    :  16.27
    233.2    6.5   67.9    3.906   0.0   0.83e-3 31.9    160.0     0.299    0.496      0.00
   3311.6    2.8   66.5    189.0 0.100      99.1 2.96    24.00     0.101    1.405 
0.3L    :  24.40
    182.8    6.5   67.9    3.906   0.0   1.97e-3 35.9    138.3     0.301    0.413      0.00
   4298.7    2.8   66.5    189.0 0.078      64.8 1.93    24.00     0.101    1.254 
0.4L    :  32.53
    133.3    6.5   67.9    3.906   0.0   2.35e-3 37.2     89.8     0.205    0.413      0.00
   4802.4    2.8   66.5    189.0 0.057      58.2 1.74    24.00     0.101    1.616 
0.5L    :  40.67
     84.8    6.5   67.9    3.906   0.0   1.97e-3 35.9     29.4     0.101    0.413      0.00
   4840.4    2.8   66.5    189.0 0.036      64.8 1.94    24.00     0.101    2.704 
0.6L    :  48.80
    133.3    6.5   67.9    3.906   0.0   2.35e-3 37.2     89.8     0.205    0.413      0.00
   4802.4    2.8   66.5    189.0 0.057      58.2 1.74    24.00     0.101    1.616 
0.7L    :  56.93
    182.8    6.5   67.9    3.906   0.0   1.97e-3 35.9    138.3     0.301    0.413      0.00
   4298.7    2.8   66.5    189.0 0.078      64.8 1.93    24.00     0.101    1.254 
0.8L    :  65.06
    233.2    6.5   67.9    3.906   0.0   0.83e-3 31.9    160.0     0.299    0.496      0.00
   3311.6    2.8   66.5    189.0 0.100      99.1 2.96    24.00     0.101    1.405 
0.9L    :  73.20
    284.9    6.5   67.9    3.340   0.0  -0.00e-3 29.0    154.9     0.257    0.827      0.00
   1849.5    2.4   66.7    189.0 0.122     161.6 4.81    24.00     0.101    2.055 
Critical:  75.10
    297.6    6.5   67.9    3.059   0.0   0.20e-3 29.7    189.9     0.324    1.760      0.00
   1406.5    2.2   66.8    189.0 0.127     140.8 4.19    12.00     0.101    1.971 
Transfer:  78.33
    319.5    6.5   67.9    2.577   0.0   2.07e-3 36.2    291.6     0.638    1.760      0.00
    630.4    1.8   67.0    189.0 0.136      63.4 1.88    12.00     0.101    1.840 
Bearing :  80.67
    335.2    6.5   67.9    0.571   0.0   6.00e-3 50.0    342.8     1.206    1.760      0.04
      0.0    0.4   67.7     41.9 0.141      29.7 0.87    12.00     0.101    1.422 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.53
 
 
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
    335.2      5.50     67.92    0.41       67.71    24.00      0.300      1.084      0.000      0.000*
Transfer:      2.33
    319.5      5.30     67.92    1.83       67.00    24.00      0.300      1.016      0.000      1.760 
Critical:      5.57
    297.7      4.95     67.92    2.17       66.83    24.00      0.300      0.900      0.000      1.760 
0.1L    :      7.47
    284.9      4.74     67.92    2.36       66.74    24.00      0.300      0.831      0.000      0.827 
0.2L    :     15.60
    233.2      3.89     67.92    2.76       66.54    24.00      0.300      0.548      0.000      0.496 
0.3L    :     23.73
    182.8      3.05     67.92    2.76       66.54    24.00      0.300      0.267      0.000      0.413 
0.4L    :     31.87
    133.3      2.23     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.5L    :     40.00
     84.8      1.42     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    133.3      2.23     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.7L    :     56.27
    182.8      3.05     67.92    2.76       66.54    24.00      0.300      0.267      0.000      0.413 
0.8L    :     64.40
    233.2      3.89     67.92    2.76       66.54    24.00      0.300      0.548      0.000      0.496 
0.9L    :     72.53
    284.9      4.74     67.92    2.36       66.74    24.00      0.300      0.831      0.000      0.827 
Critical:     74.43
    297.7      4.95     67.92    2.17       66.83    24.00      0.300      0.900      0.000      1.760 
Transfer:     77.67
    319.5      5.30     67.92    1.83       67.00    24.00      0.300      1.016      0.000      1.760 
Bearing :     80.00
    335.2      5.50     67.92    0.41       67.71    24.00      0.300      1.084      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 
At 0.2 x L = 15.60 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.3 x L = 23.73 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.4 x L = 31.87 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.5 x L = 40.00 ft
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
At 0.6 x L = 48.13 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.7 x L = 56.27 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.8 x L = 64.40 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.9 x L = 72.53 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 

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
   621.6    67.9  2.577  267.6    2.1   1.83   3849.8  0.094T 1.00       -       -     -     -  
H/2     :   2.97
   783.5    67.9  2.671  267.5    2.2   1.89   3987.4  0.090T 1.00       -       -     -     -  
0.1L    :   7.47
  1849.5    67.9  3.340  266.9    2.8   2.36   4957.4  0.072T 1.00       -       -     -     -  
0.2L    :  15.60
  3405.2    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5270.8  4528.9    1.09    -  
0.3L    :  23.73
  4482.8    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5133.6  5133.6    1.12    -  
0.4L    :  31.87
  5125.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5051.0  5051.0    1.14    -  
0.5L    :  40.00
  5309.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5022.8  5022.8    1.15    -  
0.6L    :  48.13
  5125.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5051.0  5051.0    1.14    -  
0.7L    :  56.27
  4482.8    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5133.6  5133.6    1.12    -  
0.8L    :  64.40
  3405.2    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5270.8  4528.9    1.09    -  
0.9L    :  72.53
  1849.5    67.9  3.340  266.9    2.8   2.36   4957.4  0.072T 1.00       -       -     -     -  
H/2     :  77.03
   783.5    67.9  2.671  267.5    2.2   1.89   3987.4  0.090T 1.00       -       -     -     -  
Transfer:  77.67
   621.6    67.9  2.577  267.6    2.1   1.83   3849.8  0.094T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.020
        M   2.00 Fb     0.170
 
  2   2 E   6.00 Ft    -0.028
        M   6.00 Fb     0.394
 
  3   2 E   6.00 Ft    -0.076
        M   6.00 Fb     0.618
 
  4   2 E   6.00 Ft    -0.124
        M   6.00 Fb     0.843
 
  5   2 E   2.00 Ft    -0.199
        M   2.00 Fb     1.089
 
  6   2 E   2.00 Ft    -0.274
        M   2.00 Fb     1.335
 
  7   2 E   2.00 Ft    -0.349
        M   2.00 Fb     1.581
 
  8   2 E   2.00 Ft    -0.425
        M   2.00 Fb     1.828
 
  9   2 E   2.00 Ft    -0.500
        M   2.00 Fb     2.074
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.60 %               Final losses: 10.70 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       2.074     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.500     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.167   0.2L/0.8L
      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)                  5769.51     5309.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Pre.Top:   3.600   1.293     Midspan    2.700   0.988     Midspan
    Pre.Bot:   3.600   1.665    Transfer    2.700   1.773    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.465  -0.332    Transfer
    Pre.Bot:  -0.465  -0.164     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.684     Midspan
    Pre.Bot:                                                             2.400   0.810    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 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)  : 0.812   (Calculated)    
Live Moment (1  lane  loaded)  : 0.570   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.120   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.896   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    811.9    827.7    827.7    827.7    827.7    827.7    827.7    827.7
  Yb      ,  in    28.61    28.13    28.13    28.13    28.13    28.13    28.13    28.13
  MI(Ixx) , in4   425686   435604   435604   435604   435604   435604   435604   435604
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1579.0   1593.7   1593.7   1593.7   1593.7   1593.7   1593.7   1593.7
  Yb      ,  in    47.42    47.01    47.01    47.01    47.01    47.01    47.01    47.01
  MI(Ixx) , in4  1019522  1047873  1047873  1047873  1047873  1047873  1047873  1047873

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
    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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.941 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.926 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.197 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)       
--------------------------------------------------------------------------------------
      1463.940         740 1083.316     16.889 68402.070  1137.823     514.814        
 
 
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     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     58.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      58.6631     66.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      66.1631     71.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.1631     74.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      74.1631     74.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00      74.7051     80.2051    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.2051     80.7051     No
      2      US#6[M19]       60.00        0.88       6.00      80.7051     81.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2051     81.3301     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.33 in
         P_init    =      765.7 kips  Ecc = 25.42 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.453 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.35 ksi    0.00 ksi
    due to Composite Loads                                 -1.10 ksi    0.00 ksi
    due to Live Loads                                      -3.90 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                         7.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.02 ksi  ( 4.60 %)            11.96 ksi ( 6.10 %)
Total Prestress Losses                                    20.98 ksi (10.70 %)
 
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 : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   200.7   252.9   595.3  1089.4  1422.8  1620.1  1667.6
            V     123.4   118.4   117.0   107.3    90.8    74.2    52.0    35.5
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   123.4   118.4   117.0   107.3    91.6    76.6    62.2    48.3
            M       0.0   205.7   258.5   595.3  1035.9  1317.6  1435.3  1399.4
Total     : M+      0.0   414.0   521.9  1232.6  2272.0  2995.3  3427.5  3554.6
            V     217.5   207.0   204.2   183.9   148.3   112.6    71.3    35.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   217.5   207.0   204.2   183.9   149.1   115.0    81.5    48.5
            M       0.0   419.1   527.5  1232.6  2218.5  2890.1  3242.7  3286.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     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
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1620.1  1422.8  1089.4   595.3   252.9   200.7     0.0
            V      52.0    74.2    90.8   107.3   117.0   118.4   123.4
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    62.2    76.6    91.6   107.3   117.0   118.4   123.4
            M    1435.3  1317.6  1035.9   595.3   258.5   205.7     0.0
Total     : M+   3427.5  2995.3  2272.0  1232.6   521.9   414.0     0.0
            V      71.3   112.6   148.3   183.9   204.2   207.0   217.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.5   115.0   149.1   183.9   204.2   207.0   217.5
            M    3242.7  2890.1  2218.5  1232.6   527.5   419.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.6             33.6
Deck+Haunch            36.6             36.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.3             61.3
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   160.6   202.3   476.2   871.5  1138.2  1296.0  1334.1
            V      98.7    94.7    93.6    85.9    72.6    59.4    41.6    28.4
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    98.7    94.7    93.6    85.9    73.3    61.3    49.7    38.6
            M       0.0   164.6   206.8   476.2   828.7  1054.1  1148.3  1119.5
Total     : M+      0.0   373.9   471.3  1113.6  2054.1  2710.8  3103.5  3221.1
            V     192.8   183.3   180.8   162.5   130.1    97.8    60.9    28.6
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   192.8   183.3   180.8   162.5   130.8    99.7    69.1    38.9
            M       0.0   377.9   475.8  1113.6  2011.3  2626.6  2955.7  3006.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     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
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1296.0  1138.2   871.5   476.2   202.3   160.6     0.0
            V      41.6    59.4    72.6    85.9    93.6    94.7    98.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.7    61.3    73.3    85.9    93.6    94.7    98.7
            M    1148.3  1054.1   828.7   476.2   206.8   164.6     0.0
Total     : M+   3103.5  2710.8  2054.1  1113.6   471.3   373.9     0.0
            V      60.9    97.8   130.1   162.5   180.8   183.3   192.8
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    69.1    99.7   130.8   162.5   180.8   183.3   192.8
            M    2955.7  2626.6  2011.3  1113.6   475.8   377.9     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    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    95.3   120.2   284.7   528.1   702.0   806.3   841.0
(Max)       V      42.1    39.6    38.9    34.2    25.7    17.1     8.6     0.0
Self wt.  : M       0.0    68.6    86.6   205.0   380.2   505.4   580.5   605.5
(Min)       V      30.3    28.5    28.0    24.6    18.5    12.3     6.2     0.0
DL-Prec.  : M       0.0    13.8    17.4    41.2    76.4   101.6   116.7   121.7
DC(Max)     V       6.1     5.7     5.6     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     9.9    12.5    29.7    55.0    73.1    84.0    87.6
DC(Min)     V       4.4     4.1     4.1     3.6     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   103.6   130.6   309.4   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    42.3    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.6    94.0   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    30.5    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.9     2.3     4.9     7.4    10.0    12.5
(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     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    34.7    43.8   103.7   192.4   255.7   293.7   306.4
DC(Max)     V      15.3    14.4    14.2    12.5     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    25.0    31.5    74.7   138.5   184.1   211.5   220.6
DC(Min)     V      11.0    10.4    10.2     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    22.2    28.0    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.1     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6    12.1    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   351.2   442.5  1041.8  1906.5  2489.8  2835.1  2918.3
            V     216.0   207.2   204.8   187.8   158.9   129.9    91.0    62.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   216.0   207.2   204.8   187.8   160.4   134.1   108.8    84.5
            M       0.0   360.1   452.4  1041.8  1812.9  2305.7  2511.8  2448.9
Total     : M+      0.0   621.6   783.5  1849.5  3405.2  4482.8  5125.7  5309.7
            V     335.2   319.5   315.2   284.9   231.7   178.6   115.5    62.4
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   335.2   319.5   315.2   284.9   233.2   182.8   133.3    84.8
            M       0.0   630.4   793.3  1849.5  3311.6  4298.7  4802.4  4840.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     806.3   702.0   528.1   284.7   120.2    95.3     0.0
(Max)       V       8.6    17.1    25.7    34.2    38.9    39.6    42.1
Self wt.  : M     580.5   505.4   380.2   205.0    86.6    68.6     0.0
(Min)       V       6.2    12.3    18.5    24.6    28.0    28.5    30.3
DL-Prec.  : M     116.7   101.6    76.4    41.2    17.4    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.6     5.7     6.1
DL-Prec.  : M      84.0    73.1    55.0    29.7    12.5     9.9     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
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     876.0   762.7   573.8   309.4   130.6   103.6     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    42.3    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    94.0    74.6     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    30.5    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     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     293.7   255.7   192.4   103.7    43.8    34.7     0.0
DC(Max)     V       3.1     6.2     9.3    12.5    14.2    14.4    15.3
DL-Comp   : M     211.5   184.1   138.5    74.7    31.5    25.0     0.0
DC(Min)     V       2.2     4.5     6.7     9.0    10.2    10.4    11.0
DL-Comp   : M     187.9   163.6   123.1    66.4    28.0    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.1     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8    12.1     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.2
LL + I    : M+   2835.1  2489.8  1906.5  1041.8   442.5   351.2     0.0
            V      91.0   129.9   158.9   187.8   204.8   207.2   216.0
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   108.8   134.1   160.4   187.8   204.8   207.2   216.0
            M    2511.8  2305.7  1812.9  1041.8   452.4   360.1     0.0
Total     : M+   5125.7  4482.8  3405.2  1849.5   783.5   621.6     0.0
            V     115.5   178.6   231.7   284.9   315.2   319.5   335.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   133.3   182.8   233.2   284.9   315.2   319.5   335.2
            M    4802.4  4298.7  3311.6  1849.5   793.3   630.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           76.6             76.6
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     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    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
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    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     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     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(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    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     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    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     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   141.8   178.4   414.6   737.3   957.5  1064.4  1036.9
            V     100.3    96.2    95.1    87.3    74.3    57.3    44.4    31.4
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   100.3    96.2    95.1    87.3    74.3    61.3    48.3    36.1
            M       0.0   141.8   178.4   414.6   737.3   925.6   979.6   917.6
Total     : M+      0.0   355.1   447.4  1051.9  1919.8  2530.1  2871.8  2924.0
            V     194.4   184.8   182.2   163.9   131.8    95.8    63.7    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   194.4   184.8   182.2   163.9   131.8    99.7    67.7    36.3
            M       0.0   355.1   447.4  1051.9  1919.8  2498.2  2787.0  2804.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
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      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
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     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
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+   1064.4   957.5   737.3   414.6   178.4   141.8     0.0
            V      44.4    57.3    74.3    87.3    95.1    96.2   100.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.3    61.3    74.3    87.3    95.1    96.2   100.3
            M     979.6   925.6   737.3   414.6   178.4   141.8     0.0
Total     : M+   2871.8  2530.1  1919.8  1051.9   447.4   355.1     0.0
            V      63.7    95.8   131.8   163.9   182.2   184.8   194.4
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    67.7    99.7   131.8   163.9   182.2   184.8   194.4
            M    2787.0  2498.2  1919.8  1051.9   447.4   355.1     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.013   0.032   0.059   0.078   0.090   0.094
Bottom        -0.000  -0.009  -0.011  -0.026  -0.047  -0.063  -0.072  -0.075
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.080   0.100   0.238   0.441   0.586   0.673   0.702
Bottom        -0.000  -0.064  -0.081  -0.192  -0.356  -0.473  -0.543  -0.566
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.015   0.028   0.037   0.043   0.045
Bottom        -0.000  -0.015  -0.019  -0.045  -0.083  -0.110  -0.126  -0.132
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.008   0.015   0.020   0.023   0.024
Bottom        -0.000  -0.008  -0.010  -0.024  -0.044  -0.059  -0.067  -0.070
 
LL+I(+)
Precast-top   -0.000   0.037   0.046   0.109   0.200   0.261   0.297   0.305
Bottom        -0.000  -0.108  -0.136  -0.320  -0.586  -0.766  -0.872  -0.898
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.325  -0.270   0.089   0.619   0.994   1.220   1.293 
Bottom         0.446   1.665   1.596   1.144   0.481   0.018  -0.259  -0.343 
 
Final 2 (P/S + DL)
Precast-top   -0.123  -0.361  -0.316  -0.020   0.419   0.734   0.923   0.988 
Bottom         0.446   1.773   1.732   1.464   1.067   0.784   0.613   0.555 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.013   0.032   0.059   0.078   0.090   0.094
Bottom        -0.000  -0.009  -0.011  -0.026  -0.047  -0.063  -0.072  -0.075
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.080   0.100   0.238   0.441   0.586   0.673   0.702
Bottom        -0.000  -0.064  -0.081  -0.192  -0.356  -0.473  -0.543  -0.566
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.015   0.028   0.037   0.043   0.045
Bottom        -0.000  -0.015  -0.019  -0.045  -0.083  -0.110  -0.126  -0.132
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.008   0.015   0.020   0.023   0.024
Bottom        -0.000  -0.008  -0.010  -0.024  -0.044  -0.059  -0.067  -0.070
 
LL+I(+)
Precast-top   -0.000   0.029   0.037   0.087   0.160   0.208   0.237   0.244
Bottom        -0.000  -0.086  -0.109  -0.256  -0.469  -0.613  -0.698  -0.718
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.332  -0.279   0.067   0.579   0.942   1.161   1.232 
Bottom         0.446   1.686   1.623   1.208   0.598   0.171  -0.085  -0.164 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Precast-top   -0.000   0.026   0.033   0.076   0.135   0.175   0.195   0.190
Bottom        -0.000  -0.076  -0.096  -0.223  -0.397  -0.515  -0.573  -0.558
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.062  -0.155  -0.126   0.066   0.345   0.542   0.657   0.684 
Bottom         0.223   0.810   0.770   0.509   0.137  -0.124  -0.267  -0.281 
 

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
    335.2    6.5   67.9    0.571   0.0   6.00e-3 50.0    342.8     1.206    1.760      0.04
      0.0    0.4   67.7     41.9 0.141      29.7 0.87    12.00     0.101    1.422 
Transfer:   3.00
    319.5    6.5   67.9    2.577   0.0   2.07e-3 36.2    291.6     0.638    1.760      0.00
    630.4    1.8   67.0    189.0 0.136      63.4 1.88    12.00     0.101    1.840 
Critical:   6.23
    297.6    6.5   67.9    3.059   0.0   0.20e-3 29.7    189.9     0.324    1.760      0.00
   1406.5    2.2   66.8    189.0 0.127     140.8 4.19    12.00     0.101    1.971 
0.1L    :   8.13
    284.9    6.5   67.9    3.340   0.0  -0.00e-3 29.0    154.9     0.257    0.827      0.00
   1849.5    2.4   66.7    189.0 0.122     161.6 4.81    24.00     0.101    2.055 
0.2L    :  16.27
    233.2    6.5   67.9    3.906   0.0   0.83e-3 31.9    160.0     0.299    0.496      0.00
   3311.6    2.8   66.5    189.0 0.100      99.1 2.96    24.00     0.101    1.405 
0.3L    :  24.40
    182.8    6.5   67.9    3.906   0.0   1.97e-3 35.9    138.3     0.301    0.413      0.00
   4298.7    2.8   66.5    189.0 0.078      64.8 1.93    24.00     0.101    1.254 
0.4L    :  32.53
    133.3    6.5   67.9    3.906   0.0   2.35e-3 37.2     89.8     0.205    0.413      0.00
   4802.4    2.8   66.5    189.0 0.057      58.2 1.74    24.00     0.101    1.616 
0.5L    :  40.67
     84.8    6.5   67.9    3.906   0.0   1.97e-3 35.9     29.4     0.101    0.413      0.00
   4840.4    2.8   66.5    189.0 0.036      64.8 1.94    24.00     0.101    2.704 
0.6L    :  48.80
    133.3    6.5   67.9    3.906   0.0   2.35e-3 37.2     89.8     0.205    0.413      0.00
   4802.4    2.8   66.5    189.0 0.057      58.2 1.74    24.00     0.101    1.616 
0.7L    :  56.93
    182.8    6.5   67.9    3.906   0.0   1.97e-3 35.9    138.3     0.301    0.413      0.00
   4298.7    2.8   66.5    189.0 0.078      64.8 1.93    24.00     0.101    1.254 
0.8L    :  65.06
    233.2    6.5   67.9    3.906   0.0   0.83e-3 31.9    160.0     0.299    0.496      0.00
   3311.6    2.8   66.5    189.0 0.100      99.1 2.96    24.00     0.101    1.405 
0.9L    :  73.20
    284.9    6.5   67.9    3.340   0.0  -0.00e-3 29.0    154.9     0.257    0.827      0.00
   1849.5    2.4   66.7    189.0 0.122     161.6 4.81    24.00     0.101    2.055 
Critical:  75.10
    297.6    6.5   67.9    3.059   0.0   0.20e-3 29.7    189.9     0.324    1.760      0.00
   1406.5    2.2   66.8    189.0 0.127     140.8 4.19    12.00     0.101    1.971 
Transfer:  78.33
    319.5    6.5   67.9    2.577   0.0   2.07e-3 36.2    291.6     0.638    1.760      0.00
    630.4    1.8   67.0    189.0 0.136      63.4 1.88    12.00     0.101    1.840 
Bearing :  80.67
    335.2    6.5   67.9    0.571   0.0   6.00e-3 50.0    342.8     1.206    1.760      0.04
      0.0    0.4   67.7     41.9 0.141      29.7 0.87    12.00     0.101    1.422 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.53
 
 
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
    335.2      5.50     67.92    0.41       67.71    24.00      0.300      1.084      0.000      0.000*
Transfer:      2.33
    319.5      5.30     67.92    1.83       67.00    24.00      0.300      1.016      0.000      1.760 
Critical:      5.57
    297.7      4.95     67.92    2.17       66.83    24.00      0.300      0.900      0.000      1.760 
0.1L    :      7.47
    284.9      4.74     67.92    2.36       66.74    24.00      0.300      0.831      0.000      0.827 
0.2L    :     15.60
    233.2      3.89     67.92    2.76       66.54    24.00      0.300      0.548      0.000      0.496 
0.3L    :     23.73
    182.8      3.05     67.92    2.76       66.54    24.00      0.300      0.267      0.000      0.413 
0.4L    :     31.87
    133.3      2.23     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.5L    :     40.00
     84.8      1.42     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    133.3      2.23     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.7L    :     56.27
    182.8      3.05     67.92    2.76       66.54    24.00      0.300      0.267      0.000      0.413 
0.8L    :     64.40
    233.2      3.89     67.92    2.76       66.54    24.00      0.300      0.548      0.000      0.496 
0.9L    :     72.53
    284.9      4.74     67.92    2.36       66.74    24.00      0.300      0.831      0.000      0.827 
Critical:     74.43
    297.7      4.95     67.92    2.17       66.83    24.00      0.300      0.900      0.000      1.760 
Transfer:     77.67
    319.5      5.30     67.92    1.83       67.00    24.00      0.300      1.016      0.000      1.760 
Bearing :     80.00
    335.2      5.50     67.92    0.41       67.71    24.00      0.300      1.084      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 
At 0.2 x L = 15.60 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.3 x L = 23.73 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.4 x L = 31.87 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.5 x L = 40.00 ft
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
At 0.6 x L = 48.13 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.7 x L = 56.27 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.8 x L = 64.40 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.9 x L = 72.53 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 

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
   621.6    67.9  2.577  267.6    2.1   1.83   3849.8  0.094T 1.00       -       -     -     -  
H/2     :   2.97
   783.5    67.9  2.671  267.5    2.2   1.89   3987.4  0.090T 1.00       -       -     -     -  
0.1L    :   7.47
  1849.5    67.9  3.340  266.9    2.8   2.36   4957.4  0.072T 1.00       -       -     -     -  
0.2L    :  15.60
  3405.2    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5270.8  4528.9    1.09    -  
0.3L    :  23.73
  4482.8    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5133.6  5133.6    1.12    -  
0.4L    :  31.87
  5125.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5051.0  5051.0    1.14    -  
0.5L    :  40.00
  5309.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5022.8  5022.8    1.15    -  
0.6L    :  48.13
  5125.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5051.0  5051.0    1.14    -  
0.7L    :  56.27
  4482.8    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5133.6  5133.6    1.12    -  
0.8L    :  64.40
  3405.2    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5270.8  4528.9    1.09    -  
0.9L    :  72.53
  1849.5    67.9  3.340  266.9    2.8   2.36   4957.4  0.072T 1.00       -       -     -     -  
H/2     :  77.03
   783.5    67.9  2.671  267.5    2.2   1.89   3987.4  0.090T 1.00       -       -     -     -  
Transfer:  77.67
   621.6    67.9  2.577  267.6    2.1   1.83   3849.8  0.094T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.020
        M   2.00 Fb     0.170
 
  2   2 E   6.00 Ft    -0.028
        M   6.00 Fb     0.394
 
  3   2 E   6.00 Ft    -0.076
        M   6.00 Fb     0.618
 
  4   2 E   6.00 Ft    -0.124
        M   6.00 Fb     0.843
 
  5   2 E   2.00 Ft    -0.199
        M   2.00 Fb     1.089
 
  6   2 E   2.00 Ft    -0.274
        M   2.00 Fb     1.335
 
  7   2 E   2.00 Ft    -0.349
        M   2.00 Fb     1.581
 
  8   2 E   2.00 Ft    -0.425
        M   2.00 Fb     1.828
 
  9   2 E   2.00 Ft    -0.500
        M   2.00 Fb     2.074
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.60 %               Final losses: 10.70 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       2.074     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.500     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.167   0.2L/0.8L
      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)                  5769.51     5309.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Pre.Top:   3.600   1.293     Midspan    2.700   0.988     Midspan
    Pre.Bot:   3.600   1.665    Transfer    2.700   1.773    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.465  -0.332    Transfer
    Pre.Bot:  -0.465  -0.164     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.684     Midspan
    Pre.Bot:                                                             2.400   0.810    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   80.00
     DC  Line       0.087      0.00       0.087   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 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)  : 0.812   (Calculated)    
Live Moment (1  lane  loaded)  : 0.570   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.120   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.896   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    811.9    827.7    827.7    827.7    827.7    827.7    827.7    827.7
  Yb      ,  in    28.61    28.13    28.13    28.13    28.13    28.13    28.13    28.13
  MI(Ixx) , in4   425686   435604   435604   435604   435604   435604   435604   435604
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1579.0   1593.7   1593.7   1593.7   1593.7   1593.7   1593.7   1593.7
  Yb      ,  in    47.42    47.01    47.01    47.01    47.01    47.01    47.01    47.01
  MI(Ixx) , in4  1019522  1047873  1047873  1047873  1047873  1047873  1047873  1047873

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
    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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.941 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.926 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.197 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)       
--------------------------------------------------------------------------------------
      1463.940         740 1083.316     16.889 68402.070  1137.823     514.814        
 
 
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     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     58.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      58.6631     66.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      66.1631     71.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.1631     74.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      74.1631     74.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00      74.7051     80.2051    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.2051     80.7051     No
      2      US#6[M19]       60.00        0.88       6.00      80.7051     81.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2051     81.3301     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.33 in
         P_init    =      765.7 kips  Ecc = 25.42 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.453 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.35 ksi    0.00 ksi
    due to Composite Loads                                 -1.10 ksi    0.00 ksi
    due to Live Loads                                      -3.90 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                         7.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.02 ksi  ( 4.60 %)            11.96 ksi ( 6.10 %)
Total Prestress Losses                                    20.98 ksi (10.70 %)
 
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 : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   200.7   252.9   595.3  1089.4  1422.8  1620.1  1667.6
            V     123.4   118.4   117.0   107.3    90.8    74.2    52.0    35.5
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   123.4   118.4   117.0   107.3    91.6    76.6    62.2    48.3
            M       0.0   205.7   258.5   595.3  1035.9  1317.6  1435.3  1399.4
Total     : M+      0.0   414.0   521.9  1232.6  2272.0  2995.3  3427.5  3554.6
            V     217.5   207.0   204.2   183.9   148.3   112.6    71.3    35.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   217.5   207.0   204.2   183.9   149.1   115.0    81.5    48.5
            M       0.0   419.1   527.5  1232.6  2218.5  2890.1  3242.7  3286.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     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
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1620.1  1422.8  1089.4   595.3   252.9   200.7     0.0
            V      52.0    74.2    90.8   107.3   117.0   118.4   123.4
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    62.2    76.6    91.6   107.3   117.0   118.4   123.4
            M    1435.3  1317.6  1035.9   595.3   258.5   205.7     0.0
Total     : M+   3427.5  2995.3  2272.0  1232.6   521.9   414.0     0.0
            V      71.3   112.6   148.3   183.9   204.2   207.0   217.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.5   115.0   149.1   183.9   204.2   207.0   217.5
            M    3242.7  2890.1  2218.5  1232.6   527.5   419.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.6             33.6
Deck+Haunch            36.6             36.6
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.3             61.3
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
Deck +    : M       0.0    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     7.4     0.0
Diaphragm : M       0.0     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   160.6   202.3   476.2   871.5  1138.2  1296.0  1334.1
            V      98.7    94.7    93.6    85.9    72.6    59.4    41.6    28.4
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    98.7    94.7    93.6    85.9    73.3    61.3    49.7    38.6
            M       0.0   164.6   206.8   476.2   828.7  1054.1  1148.3  1119.5
Total     : M+      0.0   373.9   471.3  1113.6  2054.1  2710.8  3103.5  3221.1
            V     192.8   183.3   180.8   162.5   130.1    97.8    60.9    28.6
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   192.8   183.3   180.8   162.5   130.8    99.7    69.1    38.9
            M       0.0   377.9   475.8  1113.6  2011.3  2626.6  2955.7  3006.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     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
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1296.0  1138.2   871.5   476.2   202.3   160.6     0.0
            V      41.6    59.4    72.6    85.9    93.6    94.7    98.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.7    61.3    73.3    85.9    93.6    94.7    98.7
            M    1148.3  1054.1   828.7   476.2   206.8   164.6     0.0
Total     : M+   3103.5  2710.8  2054.1  1113.6   471.3   373.9     0.0
            V      60.9    97.8   130.1   162.5   180.8   183.3   192.8
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    69.1    99.7   130.8   162.5   180.8   183.3   192.8
            M    2955.7  2626.6  2011.3  1113.6   475.8   377.9     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    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    95.3   120.2   284.7   528.1   702.0   806.3   841.0
(Max)       V      42.1    39.6    38.9    34.2    25.7    17.1     8.6     0.0
Self wt.  : M       0.0    68.6    86.6   205.0   380.2   505.4   580.5   605.5
(Min)       V      30.3    28.5    28.0    24.6    18.5    12.3     6.2     0.0
DL-Prec.  : M       0.0    13.8    17.4    41.2    76.4   101.6   116.7   121.7
DC(Max)     V       6.1     5.7     5.6     4.9     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     9.9    12.5    29.7    55.0    73.1    84.0    87.6
DC(Min)     V       4.4     4.1     4.1     3.6     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   103.6   130.6   309.4   573.8   762.7   876.0   913.8
Haunch (Max)V      45.7    43.0    42.3    37.2    27.9    18.6     9.3     0.0
Deck +    : M       0.0    74.6    94.0   222.7   413.1   549.1   630.7   657.9
Haunch (Min)V      32.9    31.0    30.5    26.8    20.1    13.4     6.7     0.0
Diaphragm : M       0.0     0.7     0.9     2.3     4.9     7.4    10.0    12.5
(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     1.7     3.5     5.3     7.2     9.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    34.7    43.8   103.7   192.4   255.7   293.7   306.4
DC(Max)     V      15.3    14.4    14.2    12.5     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    25.0    31.5    74.7   138.5   184.1   211.5   220.6
DC(Min)     V      11.0    10.4    10.2     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    22.2    28.0    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.1     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6    12.1    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   351.2   442.5  1041.8  1906.5  2489.8  2835.1  2918.3
            V     216.0   207.2   204.8   187.8   158.9   129.9    91.0    62.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   216.0   207.2   204.8   187.8   160.4   134.1   108.8    84.5
            M       0.0   360.1   452.4  1041.8  1812.9  2305.7  2511.8  2448.9
Total     : M+      0.0   621.6   783.5  1849.5  3405.2  4482.8  5125.7  5309.7
            V     335.2   319.5   315.2   284.9   231.7   178.6   115.5    62.4
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   335.2   319.5   315.2   284.9   233.2   182.8   133.3    84.8
            M       0.0   630.4   793.3  1849.5  3311.6  4298.7  4802.4  4840.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     806.3   702.0   528.1   284.7   120.2    95.3     0.0
(Max)       V       8.6    17.1    25.7    34.2    38.9    39.6    42.1
Self wt.  : M     580.5   505.4   380.2   205.0    86.6    68.6     0.0
(Min)       V       6.2    12.3    18.5    24.6    28.0    28.5    30.3
DL-Prec.  : M     116.7   101.6    76.4    41.2    17.4    13.8     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.6     5.7     6.1
DL-Prec.  : M      84.0    73.1    55.0    29.7    12.5     9.9     0.0
DC(Min)     V       0.9     1.8     2.7     3.6     4.1     4.1     4.4
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     876.0   762.7   573.8   309.4   130.6   103.6     0.0
Haunch (Max)V       9.3    18.6    27.9    37.2    42.3    43.0    45.7
Deck +    : M     630.7   549.1   413.1   222.7    94.0    74.6     0.0
Haunch (Min)V       6.7    13.4    20.1    26.8    30.5    31.0    32.9
Diaphragm : M      10.0     7.4     4.9     2.3     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       7.2     5.3     3.5     1.7     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     293.7   255.7   192.4   103.7    43.8    34.7     0.0
DC(Max)     V       3.1     6.2     9.3    12.5    14.2    14.4    15.3
DL-Comp   : M     211.5   184.1   138.5    74.7    31.5    25.0     0.0
DC(Min)     V       2.2     4.5     6.7     9.0    10.2    10.4    11.0
DL-Comp   : M     187.9   163.6   123.1    66.4    28.0    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.1     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8    12.1     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.2
LL + I    : M+   2835.1  2489.8  1906.5  1041.8   442.5   351.2     0.0
            V      91.0   129.9   158.9   187.8   204.8   207.2   216.0
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   108.8   134.1   160.4   187.8   204.8   207.2   216.0
            M    2511.8  2305.7  1812.9  1041.8   452.4   360.1     0.0
Total     : M+   5125.7  4482.8  3405.2  1849.5   783.5   621.6     0.0
            V     115.5   178.6   231.7   284.9   315.2   319.5   335.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   133.3   182.8   233.2   284.9   315.2   319.5   335.2
            M    4802.4  4298.7  3311.6  1849.5   793.3   630.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           76.6             76.6
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     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    11.0    13.9    33.0    61.1    81.3    93.3    97.4
DC(Max)     V       4.9     4.6     4.5     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
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    82.9   104.5   247.5   459.0   610.2   700.8   731.0
Haunch (Max)V      36.6    34.4    33.8    29.7    22.3    14.9     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     0.6     0.7     1.9     3.9     5.9     8.0    10.0
(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    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     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    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     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   141.8   178.4   414.6   737.3   957.5  1064.4  1036.9
            V     100.3    96.2    95.1    87.3    74.3    57.3    44.4    31.4
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   100.3    96.2    95.1    87.3    74.3    61.3    48.3    36.1
            M       0.0   141.8   178.4   414.6   737.3   925.6   979.6   917.6
Total     : M+      0.0   355.1   447.4  1051.9  1919.8  2530.1  2871.8  2924.0
            V     194.4   184.8   182.2   163.9   131.8    95.8    63.7    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   194.4   184.8   182.2   163.9   131.8    99.7    67.7    36.3
            M       0.0   355.1   447.4  1051.9  1919.8  2498.2  2787.0  2804.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
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      93.3    81.3    61.1    33.0    13.9    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.6     4.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     700.8   610.2   459.0   247.5   104.5    82.9     0.0
Haunch (Max)V       7.4    14.9    22.3    29.7    33.8    34.4    36.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       8.0     5.9     3.9     1.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
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     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
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+   1064.4   957.5   737.3   414.6   178.4   141.8     0.0
            V      44.4    57.3    74.3    87.3    95.1    96.2   100.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.3    61.3    74.3    87.3    95.1    96.2   100.3
            M     979.6   925.6   737.3   414.6   178.4   141.8     0.0
Total     : M+   2871.8  2530.1  1919.8  1051.9   447.4   355.1     0.0
            V      63.7    95.8   131.8   163.9   182.2   184.8   194.4
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    67.7    99.7   131.8   163.9   182.2   184.8   194.4
            M    2787.0  2498.2  1919.8  1051.9   447.4   355.1     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.013   0.032   0.059   0.078   0.090   0.094
Bottom        -0.000  -0.009  -0.011  -0.026  -0.047  -0.063  -0.072  -0.075
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.080   0.100   0.238   0.441   0.586   0.673   0.702
Bottom        -0.000  -0.064  -0.081  -0.192  -0.356  -0.473  -0.543  -0.566
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.015   0.028   0.037   0.043   0.045
Bottom        -0.000  -0.015  -0.019  -0.045  -0.083  -0.110  -0.126  -0.132
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.008   0.015   0.020   0.023   0.024
Bottom        -0.000  -0.008  -0.010  -0.024  -0.044  -0.059  -0.067  -0.070
 
LL+I(+)
Precast-top   -0.000   0.037   0.046   0.109   0.200   0.261   0.297   0.305
Bottom        -0.000  -0.108  -0.136  -0.320  -0.586  -0.766  -0.872  -0.898
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.325  -0.270   0.089   0.619   0.994   1.220   1.293 
Bottom         0.446   1.665   1.596   1.144   0.481   0.018  -0.259  -0.343 
 
Final 2 (P/S + DL)
Precast-top   -0.123  -0.361  -0.316  -0.020   0.419   0.734   0.923   0.988 
Bottom         0.446   1.773   1.732   1.464   1.067   0.784   0.613   0.555 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.013   0.032   0.059   0.078   0.090   0.094
Bottom        -0.000  -0.009  -0.011  -0.026  -0.047  -0.063  -0.072  -0.075
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.004   0.006   0.008   0.010
Bottom        -0.000  -0.000  -0.001  -0.001  -0.003  -0.005  -0.006  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.080   0.100   0.238   0.441   0.586   0.673   0.702
Bottom        -0.000  -0.064  -0.081  -0.192  -0.356  -0.473  -0.543  -0.566
 
DL-Comp (DC)
Precast-top   -0.000   0.005   0.006   0.015   0.028   0.037   0.043   0.045
Bottom        -0.000  -0.015  -0.019  -0.045  -0.083  -0.110  -0.126  -0.132
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.003   0.008   0.015   0.020   0.023   0.024
Bottom        -0.000  -0.008  -0.010  -0.024  -0.044  -0.059  -0.067  -0.070
 
LL+I(+)
Precast-top   -0.000   0.029   0.037   0.087   0.160   0.208   0.237   0.244
Bottom        -0.000  -0.086  -0.109  -0.256  -0.469  -0.613  -0.698  -0.718
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.332  -0.279   0.067   0.579   0.942   1.161   1.232 
Bottom         0.446   1.686   1.623   1.208   0.598   0.171  -0.085  -0.164 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Precast-top   -0.000   0.026   0.033   0.076   0.135   0.175   0.195   0.190
Bottom        -0.000  -0.076  -0.096  -0.223  -0.397  -0.515  -0.573  -0.558
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.062  -0.155  -0.126   0.066   0.345   0.542   0.657   0.684 
Bottom         0.223   0.810   0.770   0.509   0.137  -0.124  -0.267  -0.281 
 

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
    335.2    6.5   67.9    0.571   0.0   6.00e-3 50.0    342.8     1.206    1.760      0.04
      0.0    0.4   67.7     41.9 0.141      29.7 0.87    12.00     0.101    1.422 
Transfer:   3.00
    319.5    6.5   67.9    2.577   0.0   2.07e-3 36.2    291.6     0.638    1.760      0.00
    630.4    1.8   67.0    189.0 0.136      63.4 1.88    12.00     0.101    1.840 
Critical:   6.23
    297.6    6.5   67.9    3.059   0.0   0.20e-3 29.7    189.9     0.324    1.760      0.00
   1406.5    2.2   66.8    189.0 0.127     140.8 4.19    12.00     0.101    1.971 
0.1L    :   8.13
    284.9    6.5   67.9    3.340   0.0  -0.00e-3 29.0    154.9     0.257    0.827      0.00
   1849.5    2.4   66.7    189.0 0.122     161.6 4.81    24.00     0.101    2.055 
0.2L    :  16.27
    233.2    6.5   67.9    3.906   0.0   0.83e-3 31.9    160.0     0.299    0.496      0.00
   3311.6    2.8   66.5    189.0 0.100      99.1 2.96    24.00     0.101    1.405 
0.3L    :  24.40
    182.8    6.5   67.9    3.906   0.0   1.97e-3 35.9    138.3     0.301    0.413      0.00
   4298.7    2.8   66.5    189.0 0.078      64.8 1.93    24.00     0.101    1.254 
0.4L    :  32.53
    133.3    6.5   67.9    3.906   0.0   2.35e-3 37.2     89.8     0.205    0.413      0.00
   4802.4    2.8   66.5    189.0 0.057      58.2 1.74    24.00     0.101    1.616 
0.5L    :  40.67
     84.8    6.5   67.9    3.906   0.0   1.97e-3 35.9     29.4     0.101    0.413      0.00
   4840.4    2.8   66.5    189.0 0.036      64.8 1.94    24.00     0.101    2.704 
0.6L    :  48.80
    133.3    6.5   67.9    3.906   0.0   2.35e-3 37.2     89.8     0.205    0.413      0.00
   4802.4    2.8   66.5    189.0 0.057      58.2 1.74    24.00     0.101    1.616 
0.7L    :  56.93
    182.8    6.5   67.9    3.906   0.0   1.97e-3 35.9    138.3     0.301    0.413      0.00
   4298.7    2.8   66.5    189.0 0.078      64.8 1.93    24.00     0.101    1.254 
0.8L    :  65.06
    233.2    6.5   67.9    3.906   0.0   0.83e-3 31.9    160.0     0.299    0.496      0.00
   3311.6    2.8   66.5    189.0 0.100      99.1 2.96    24.00     0.101    1.405 
0.9L    :  73.20
    284.9    6.5   67.9    3.340   0.0  -0.00e-3 29.0    154.9     0.257    0.827      0.00
   1849.5    2.4   66.7    189.0 0.122     161.6 4.81    24.00     0.101    2.055 
Critical:  75.10
    297.6    6.5   67.9    3.059   0.0   0.20e-3 29.7    189.9     0.324    1.760      0.00
   1406.5    2.2   66.8    189.0 0.127     140.8 4.19    12.00     0.101    1.971 
Transfer:  78.33
    319.5    6.5   67.9    2.577   0.0   2.07e-3 36.2    291.6     0.638    1.760      0.00
    630.4    1.8   67.0    189.0 0.136      63.4 1.88    12.00     0.101    1.840 
Bearing :  80.67
    335.2    6.5   67.9    0.571   0.0   6.00e-3 50.0    342.8     1.206    1.760      0.04
      0.0    0.4   67.7     41.9 0.141      29.7 0.87    12.00     0.101    1.422 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.53
 
 
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
    335.2      5.50     67.92    0.41       67.71    24.00      0.300      1.084      0.000      0.000*
Transfer:      2.33
    319.5      5.30     67.92    1.83       67.00    24.00      0.300      1.016      0.000      1.760 
Critical:      5.57
    297.7      4.95     67.92    2.17       66.83    24.00      0.300      0.900      0.000      1.760 
0.1L    :      7.47
    284.9      4.74     67.92    2.36       66.74    24.00      0.300      0.831      0.000      0.827 
0.2L    :     15.60
    233.2      3.89     67.92    2.76       66.54    24.00      0.300      0.548      0.000      0.496 
0.3L    :     23.73
    182.8      3.05     67.92    2.76       66.54    24.00      0.300      0.267      0.000      0.413 
0.4L    :     31.87
    133.3      2.23     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.5L    :     40.00
     84.8      1.42     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    133.3      2.23     67.92    2.76       66.54    24.00      0.300      0.000      0.000      0.413 
0.7L    :     56.27
    182.8      3.05     67.92    2.76       66.54    24.00      0.300      0.267      0.000      0.413 
0.8L    :     64.40
    233.2      3.89     67.92    2.76       66.54    24.00      0.300      0.548      0.000      0.496 
0.9L    :     72.53
    284.9      4.74     67.92    2.36       66.74    24.00      0.300      0.831      0.000      0.827 
Critical:     74.43
    297.7      4.95     67.92    2.17       66.83    24.00      0.300      0.900      0.000      1.760 
Transfer:     77.67
    319.5      5.30     67.92    1.83       67.00    24.00      0.300      1.016      0.000      1.760 
Bearing :     80.00
    335.2      5.50     67.92    0.41       67.71    24.00      0.300      1.084      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 
At 0.2 x L = 15.60 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.3 x L = 23.73 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.4 x L = 31.87 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.5 x L = 40.00 ft
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
At 0.6 x L = 48.13 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.7 x L = 56.27 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.8 x L = 64.40 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.9 x L = 72.53 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 

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
   621.6    67.9  2.577  267.6    2.1   1.83   3849.8  0.094T 1.00       -       -     -     -  
H/2     :   2.97
   783.5    67.9  2.671  267.5    2.2   1.89   3987.4  0.090T 1.00       -       -     -     -  
0.1L    :   7.47
  1849.5    67.9  3.340  266.9    2.8   2.36   4957.4  0.072T 1.00       -       -     -     -  
0.2L    :  15.60
  3405.2    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5270.8  4528.9    1.09    -  
0.3L    :  23.73
  4482.8    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5133.6  5133.6    1.12    -  
0.4L    :  31.87
  5125.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5051.0  5051.0    1.14    -  
0.5L    :  40.00
  5309.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5022.8  5022.8    1.15    -  
0.6L    :  48.13
  5125.7    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5051.0  5051.0    1.14    -  
0.7L    :  56.27
  4482.8    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5133.6  5133.6    1.12    -  
0.8L    :  64.40
  3405.2    67.9  3.906  266.4    3.2   2.76   5769.5  0.061T 1.00   5270.8  4528.9    1.09    -  
0.9L    :  72.53
  1849.5    67.9  3.340  266.9    2.8   2.36   4957.4  0.072T 1.00       -       -     -     -  
H/2     :  77.03
   783.5    67.9  2.671  267.5    2.2   1.89   3987.4  0.090T 1.00       -       -     -     -  
Transfer:  77.67
   621.6    67.9  2.577  267.6    2.1   1.83   3849.8  0.094T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.020
        M   2.00 Fb     0.170
 
  2   2 E   6.00 Ft    -0.028
        M   6.00 Fb     0.394
 
  3   2 E   6.00 Ft    -0.076
        M   6.00 Fb     0.618
 
  4   2 E   6.00 Ft    -0.124
        M   6.00 Fb     0.843
 
  5   2 E   2.00 Ft    -0.199
        M   2.00 Fb     1.089
 
  6   2 E   2.00 Ft    -0.274
        M   2.00 Fb     1.335
 
  7   2 E   2.00 Ft    -0.349
        M   2.00 Fb     1.581
 
  8   2 E   2.00 Ft    -0.425
        M   2.00 Fb     1.828
 
  9   2 E   2.00 Ft    -0.500
        M   2.00 Fb     2.074
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.60 %               Final losses: 10.70 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       2.074     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.500     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.167   0.2L/0.8L
      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)                  5769.51     5309.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Pre.Top:   3.600   1.293     Midspan    2.700   0.988     Midspan
    Pre.Bot:   3.600   1.665    Transfer    2.700   1.773    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.465  -0.332    Transfer
    Pre.Bot:  -0.465  -0.164     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.684     Midspan
    Pre.Bot:                                                             2.400   0.810    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  43.17 ft
Type      : I-Girder                            Curb-to-curb       =  40.00 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  2.67 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  =  87.500 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   80.00
     DC  Line       0.068      0.00       0.068   80.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    40.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 81.330 ft
Release length = 81.330 ft
Design  length = 80.000 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)  : 0.721   (Calculated)    
Live Moment (1  lane  loaded)  : 0.692   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.795   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.848   (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           1415.5 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           940770 in4#
Ht. of c.g.           =        28.75 in             45.30 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1565.1 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     7.47    15.60    23.73    31.87    40.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    811.9    827.7    827.7    827.7    827.7    827.7    827.7    827.7
  Yb      ,  in    28.61    28.13    28.13    28.13    28.13    28.13    28.13    28.13
  MI(Ixx) , in4   425686   435604   435604   435604   435604   435604   435604   435604
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1419.7   1434.4   1434.4   1434.4   1434.4   1434.4   1434.4   1434.4
  Yb      ,  in    45.18    44.75    44.75    44.75    44.75    44.75    44.75    44.75
  MI(Ixx) , in4   948134   973651   973651   973651   973651   973651   973651   973651

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
 Outer  15.00 %:
  Max tens           =      -0.54 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 Center  70.00 %:
  Max tens           =      -0.54 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 3.33 in):
    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     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.865 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.831 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.197 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)       
--------------------------------------------------------------------------------------
      1463.940         740 1083.316     16.889 68402.070  1137.823     514.814        
 
 
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     15.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      15.1670     22.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      22.6670     58.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      58.6631     66.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      66.1631     71.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      71.1631     74.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      74.1631     74.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00      74.7051     80.2051    Yes
      2      US#6[M19]       60.00        0.88       6.00      80.2051     80.7051     No
      2      US#6[M19]       60.00        0.88       6.00      80.7051     81.2051    Yes
      2      US#6[M19]       60.00        0.88       1.50      81.2051     81.3301     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 81.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  3.33 in
         P_init    =      765.7 kips  Ecc = 25.42 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.02 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.453 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.66 ksi    0.00 ksi
    due to Composite Loads                                 -1.12 ksi    0.00 ksi
    due to Live Loads                                      -3.53 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.90 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.02 ksi  ( 4.60 %)            12.99 ksi ( 6.63 %)
Total Prestress Losses                                    22.00 ksi (11.23 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.0 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    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0     9.4    11.8    28.0    51.9    69.0    79.3    82.7
DC(Max)     V       4.1     3.9     3.8     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    65.7    82.8   196.1   363.7   483.5   555.3   579.3
Haunch (Max)V      29.0    27.3    26.8    23.6    17.7    11.8     5.9     0.0
Diaphragm : M       0.0     0.3     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   178.2   224.5   528.6   967.4  1263.4  1438.6  1480.8
            V      93.5    89.7    88.6    81.3    68.7    56.2    39.4    26.8
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    93.5    89.7    88.6    81.3    69.4    58.0    47.1    36.6
            M       0.0   182.7   229.5   528.6   919.9  1170.0  1274.5  1242.6
Total     : M+      0.0   372.4   469.4  1108.6  2043.4  2694.0  3082.4  3196.3
            V     179.1   170.3   167.9   151.0   121.0    91.1    56.9    27.0
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   179.1   170.3   167.9   151.0   121.7    92.9    64.6    36.7
            M       0.0   376.9   474.4  1108.6  1996.0  2600.6  2918.4  2958.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      79.3    69.0    51.9    28.0    11.8     9.4     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.8     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     555.3   483.5   363.7   196.1    82.8    65.7     0.0
Haunch (Max)V       5.9    11.8    17.7    23.6    26.8    27.3    29.0
Diaphragm : M       4.0     3.0     2.0     0.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1438.6  1263.4   967.4   528.6   224.5   178.2     0.0
            V      39.4    56.2    68.7    81.3    88.6    89.7    93.5
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    47.1    58.0    69.4    81.3    88.6    89.7    93.5
            M    1274.5  1170.0   919.9   528.6   229.5   182.7     0.0
Total     : M+   3082.4  2694.0  2043.4  1108.6   469.4   372.4     0.0
            V      56.9    91.1   121.0   151.0   167.9   170.3   179.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.6    92.9   121.7   151.0   167.9   170.3   179.1
            M    2918.4  2600.6  1996.0  1108.6   474.4   376.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               33.6             33.6
Deck+Haunch            29.0             29.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.1              4.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.3             61.3
DL-Comp.(DW)           32.7             32.7
Live                   89.2             89.2
        Truck          63.6             63.6
        Lane           25.6             25.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     0.0
DL-Prec.  : M       0.0     9.4    11.8    28.0    51.9    69.0    79.3    82.7
DC(Max)     V       4.1     3.9     3.8     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    65.7    82.8   196.1   363.7   483.5   555.3   579.3
Haunch (Max)V      29.0    27.3    26.8    23.6    17.7    11.8     5.9     0.0
Diaphragm : M       0.0     0.3     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   142.6   179.6   422.9   773.9  1010.7  1150.8  1184.6
            V      74.8    71.7    70.9    65.0    55.0    45.0    31.5    21.5
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    74.8    71.7    70.9    65.0    55.5    46.4    37.7    29.3
            M       0.0   146.2   183.6   422.9   735.9   936.0  1019.6   994.1
Total     : M+      0.0   336.7   424.5  1002.9  1850.0  2441.4  2794.7  2900.2
            V     160.4   152.4   150.2   134.7   107.3    79.9    49.0    21.6
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   160.4   152.4   150.2   134.7   107.8    81.3    55.2    29.4
            M       0.0   340.3   428.5  1002.9  1812.0  2366.6  2663.5  2709.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
DL-Prec.  : M      79.3    69.0    51.9    28.0    11.8     9.4     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.8     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     555.3   483.5   363.7   196.1    82.8    65.7     0.0
Haunch (Max)V       5.9    11.8    17.7    23.6    26.8    27.3    29.0
Diaphragm : M       4.0     3.0     2.0     0.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
DL-Comp   : M     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
LL + I    : M+   1150.8  1010.7   773.9   422.9   179.6   142.6     0.0
            V      31.5    45.0    55.0    65.0    70.9    71.7    74.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    37.7    46.4    55.5    65.0    70.9    71.7    74.8
            M    1019.6   936.0   735.9   422.9   183.6   146.2     0.0
Total     : M+   2794.7  2441.4  1850.0  1002.9   424.5   336.7     0.0
            V      49.0    79.9   107.3   134.7   150.2   152.4   160.4
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    55.2    81.3   107.8   134.7   150.2   152.4   160.4
            M    2663.5  2366.6  1812.0  1002.9   428.5   340.3     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    95.3   120.2   284.7   528.1   702.0   806.3   841.0
(Max)       V      42.1    39.6    38.9    34.2    25.7    17.1     8.6     0.0
Self wt.  : M       0.0    68.6    86.6   205.0   380.2   505.4   580.5   605.5
(Min)       V      30.3    28.5    28.0    24.6    18.5    12.3     6.2     0.0
DL-Prec.  : M       0.0    11.7    14.8    35.0    64.9    86.3    99.1   103.4
DC(Max)     V       5.2     4.9     4.8     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     8.4    10.6    25.2    46.7    62.1    71.3    74.4
DC(Min)     V       3.7     3.5     3.4     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    82.1   103.5   245.1   454.7   604.4   694.2   724.1
Haunch (Max)V      36.2    34.1    33.5    29.4    22.1    14.7     7.4     0.0
Deck +    : M       0.0    59.1    74.5   176.5   327.4   435.1   499.8   521.3
Haunch (Min)V      26.1    24.5    24.1    21.2    15.9    10.6     5.3     0.0
Diaphragm : M       0.0     0.4     0.5     1.2     2.4     3.7     5.0     6.2
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.7    43.8   103.7   192.4   255.7   293.7   306.4
DC(Max)     V      15.3    14.4    14.2    12.5     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    25.0    31.5    74.7   138.5   184.1   211.5   220.6
DC(Min)     V      11.0    10.4    10.2     9.0     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    22.2    28.0    66.4   123.1   163.6   187.9   196.0
DW(Max)     V       9.8     9.2     9.1     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     9.6    12.1    28.8    53.3    70.9    81.4    84.9
DW(Min)     V       4.2     4.0     3.9     3.5     2.6     1.7     0.9     0.0
LL + I    : M+      0.0   311.9   393.0   925.1  1692.9  2210.9  2517.5  2591.3
            V     163.6   156.9   155.1   142.2   120.3    98.4    68.9    47.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   163.6   156.9   155.1   142.2   121.4   101.5    82.4    64.0
            M       0.0   319.7   401.7   925.1  1609.8  2047.4  2230.4  2174.6
Total     : M+      0.0   558.3   703.7  1661.2  3058.5  4026.5  4603.6  4768.5
            V     272.3   259.3   255.7   230.7   186.7   142.7    91.2    47.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   272.3   259.3   255.7   230.7   187.8   145.8   104.6    64.1
            M       0.0   566.1   712.5  1661.2  2975.4  3863.0  4316.6  4351.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     806.3   702.0   528.1   284.7   120.2    95.3     0.0
(Max)       V       8.6    17.1    25.7    34.2    38.9    39.6    42.1
Self wt.  : M     580.5   505.4   380.2   205.0    86.6    68.6     0.0
(Min)       V       6.2    12.3    18.5    24.6    28.0    28.5    30.3
DL-Prec.  : M      99.1    86.3    64.9    35.0    14.8    11.7     0.0
DC(Max)     V       1.1     2.1     3.2     4.2     4.8     4.9     5.2
DL-Prec.  : M      71.3    62.1    46.7    25.2    10.6     8.4     0.0
DC(Min)     V       0.8     1.5     2.3     3.0     3.4     3.5     3.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     694.2   604.4   454.7   245.1   103.5    82.1     0.0
Haunch (Max)V       7.4    14.7    22.1    29.4    33.5    34.1    36.2
Deck +    : M     499.8   435.1   327.4   176.5    74.5    59.1     0.0
Haunch (Min)V       5.3    10.6    15.9    21.2    24.1    24.5    26.1
Diaphragm : M       5.0     3.7     2.4     1.2     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.8     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     293.7   255.7   192.4   103.7    43.8    34.7     0.0
DC(Max)     V       3.1     6.2     9.3    12.5    14.2    14.4    15.3
DL-Comp   : M     211.5   184.1   138.5    74.7    31.5    25.0     0.0
DC(Min)     V       2.2     4.5     6.7     9.0    10.2    10.4    11.0
DL-Comp   : M     187.9   163.6   123.1    66.4    28.0    22.2     0.0
DW(Max)     V       2.0     4.0     6.0     8.0     9.1     9.2     9.8
DL-Comp   : M      81.4    70.9    53.3    28.8    12.1     9.6     0.0
DW(Min)     V       0.9     1.7     2.6     3.5     3.9     4.0     4.2
LL + I    : M+   2517.5  2210.9  1692.9   925.1   393.0   311.9     0.0
            V      68.9    98.4   120.3   142.2   155.1   156.9   163.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    82.4   101.5   121.4   142.2   155.1   156.9   163.6
            M    2230.4  2047.4  1609.8   925.1   401.7   319.7     0.0
Total     : M+   4603.6  4026.5  3058.5  1661.2   703.7   558.3     0.0
            V      91.2   142.7   186.7   230.7   255.7   259.3   272.3
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   104.6   145.8   187.8   230.7   255.7   259.3   272.3
            M    4316.6  3863.0  2975.4  1661.2   712.5   566.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            36.2             36.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.2              5.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           76.6             76.6
DL-Comp.(DW)           49.0             49.0
Live                  156.1            156.1
        Truck         111.3            111.3
        Lane           44.8             44.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
Self wt.  : M       0.0    76.3    96.2   227.8   422.5   561.6   645.0   672.8
(Max)       V      33.6    31.7    31.1    27.4    20.5    13.7     6.8     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     9.4    11.8    28.0    51.9    69.0    79.3    82.7
DC(Max)     V       4.1     3.9     3.8     3.4     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    65.7    82.8   196.1   363.7   483.5   555.3   579.3
Haunch (Max)V      29.0    27.3    26.8    23.6    17.7    11.8     5.9     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     0.9     2.0     3.0     4.0     5.0
(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    27.8    35.0    83.0   153.9   204.6   235.0   245.1
DC(Max)     V      12.3    11.5    11.3    10.0     7.5     5.0     2.5     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    14.8    18.7    44.2    82.1   109.1   125.3   130.7
DW(Max)     V       6.5     6.2     6.0     5.3     4.0     2.7     1.3     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   172.2   216.6   503.3   895.1  1162.4  1292.2  1258.8
            V      94.9    91.1    90.0    82.6    70.3    54.3    42.0    29.7
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    94.9    91.1    90.0    82.6    70.3    58.0    45.7    34.1
            M       0.0   172.2   216.6   503.3   895.1  1123.7  1189.3  1114.0
Total     : M+      0.0   366.3   461.4  1083.4  1971.1  2593.1  2936.0  2974.4
            V     180.6   171.7   169.3   152.3   122.6    89.2    59.5    29.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   180.6   171.7   169.3   152.3   122.6    92.9    63.3    34.3
            M       0.0   366.3   461.4  1083.4  1971.1  2554.4  2833.1  2829.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    48.13   56.27   64.40   72.53   77.03   77.67   80.00
Self wt.  : M     645.0   561.6   422.5   227.8    96.2    76.3     0.0
(Max)       V       6.8    13.7    20.5    27.4    31.1    31.7    33.6
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      79.3    69.0    51.9    28.0    11.8     9.4     0.0
DC(Max)     V       0.8     1.7     2.5     3.4     3.8     3.9     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     555.3   483.5   363.7   196.1    82.8    65.7     0.0
Haunch (Max)V       5.9    11.8    17.7    23.6    26.8    27.3    29.0
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       4.0     3.0     2.0     0.9     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     235.0   204.6   153.9    83.0    35.0    27.8     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.3    11.5    12.3
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     125.3   109.1    82.1    44.2    18.7    14.8     0.0
DW(Max)     V       1.3     2.7     4.0     5.3     6.0     6.2     6.5
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+   1292.2  1162.4   895.1   503.3   216.6   172.2     0.0
            V      42.0    54.3    70.3    82.6    90.0    91.1    94.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    45.7    58.0    70.3    82.6    90.0    91.1    94.9
            M    1189.3  1123.7   895.1   503.3   216.6   172.2     0.0
Total     : M+   2936.0  2593.1  1971.1  1083.4   461.4   366.3     0.0
            V      59.5    89.2   122.6   152.3   169.3   171.7   180.6
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    63.3    92.9   122.6   152.3   169.3   171.7   180.6
            M    2833.1  2554.4  1971.1  1083.4   461.4   366.3     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.011   0.027   0.050   0.066   0.076   0.079
Bottom        -0.000  -0.007  -0.009  -0.022  -0.040  -0.053  -0.061  -0.064
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.063   0.080   0.188   0.349   0.464   0.534   0.557
Bottom        -0.000  -0.051  -0.064  -0.152  -0.282  -0.375  -0.430  -0.449
 
DL-Comp (DC)
Precast-top   -0.000   0.006   0.008   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.015  -0.019  -0.046  -0.085  -0.113  -0.130  -0.135
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.004   0.010   0.018   0.025   0.028   0.029
Bottom        -0.000  -0.008  -0.010  -0.024  -0.045  -0.060  -0.069  -0.072
 
LL+I(+)
Precast-top   -0.000   0.040   0.051   0.119   0.218   0.284   0.324   0.333
Bottom        -0.000  -0.098  -0.124  -0.292  -0.533  -0.697  -0.793  -0.817
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.338  -0.287   0.049   0.545   0.895   1.105   1.172 
Bottom         0.446   1.689   1.626   1.215   0.613   0.193  -0.059  -0.134 
 
Final 2 (P/S + DL)
Precast-top   -0.123  -0.378  -0.337  -0.069   0.327   0.611   0.781   0.839 
Bottom         0.446   1.787   1.750   1.507   1.147   0.889   0.735   0.683 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    8.13   16.27   24.40   32.53   40.67   28.47
 
Beam-Self
Precast-top    0.095   0.241   0.428   0.561   0.641   0.668   0.608 
Bottom        -0.077  -0.194  -0.345  -0.453  -0.517  -0.539  -0.490 
 
Prestress
Precast-top   -0.595  -0.595  -0.595  -0.595  -0.595  -0.595  -0.595 
Bottom         2.151   2.151   2.151   2.151   2.151   2.151   2.151 
 
Total
Precast-top   -0.500  -0.354  -0.167  -0.034   0.047   0.073   0.013 
Bottom         2.074   1.957   1.806   1.698   1.633   1.612   1.660 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.36 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
 
Prestress
Precast-top   -0.123  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533  -0.533
Bottom         0.446   1.928   1.928   1.928   1.928   1.928   1.928   1.928
 
Self wt.
Precast-top   -0.000   0.073   0.092   0.219   0.406   0.540   0.620   0.646
Bottom        -0.000  -0.059  -0.075  -0.176  -0.327  -0.435  -0.500  -0.521
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.011   0.027   0.050   0.066   0.076   0.079
Bottom        -0.000  -0.007  -0.009  -0.022  -0.040  -0.053  -0.061  -0.064
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.063   0.080   0.188   0.349   0.464   0.534   0.557
Bottom        -0.000  -0.051  -0.064  -0.152  -0.282  -0.375  -0.430  -0.449
 
DL-Comp (DC)
Precast-top   -0.000   0.006   0.008   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.015  -0.019  -0.046  -0.085  -0.113  -0.130  -0.135
 
DL-Comp (DW)
Precast-top   -0.000   0.003   0.004   0.010   0.018   0.025   0.028   0.029
Bottom        -0.000  -0.008  -0.010  -0.024  -0.045  -0.060  -0.069  -0.072
 
LL+I(+)
Precast-top   -0.000   0.032   0.040   0.095   0.174   0.227   0.259   0.267
Bottom        -0.000  -0.079  -0.099  -0.233  -0.427  -0.557  -0.635  -0.653
 
Final 1 (P/S + DL + LL)
Precast-top   -0.123  -0.346  -0.297   0.026   0.501   0.838   1.040   1.105 
Bottom         0.446   1.708   1.651   1.274   0.720   0.332   0.100   0.029 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    7.47   15.60   23.73   31.87   40.00
F_LL+I(+)
Precast-top   -0.000   0.039   0.049   0.113   0.201   0.262   0.291   0.283
Bottom        -0.000  -0.095  -0.119  -0.278  -0.494  -0.641  -0.713  -0.694
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Precast-top   -0.062  -0.150  -0.120   0.079   0.365   0.567   0.681   0.703 
Bottom         0.223   0.799   0.756   0.476   0.080  -0.196  -0.345  -0.353 
 

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
    272.3    6.5   67.9    0.573   0.0   6.00e-3 50.0    272.8     0.961    1.760      0.00
      0.0    0.5   67.7     41.9 0.115      29.7 0.87    24.00     0.101    1.750 
Transfer:   3.00
    259.3    6.5   67.9    2.586   0.0   0.40e-3 30.4    164.3     0.289    1.760      0.00
    566.1    2.3   66.8    189.0 0.111     123.7 3.68    24.00     0.101    2.259 
Critical:   6.21
    241.3    6.5   67.9    3.066   0.0  -0.03e-3 28.9    104.0     0.173    1.760      0.00
   1258.8    2.7   66.5    189.0 0.103     164.1 4.90    24.00     0.101    2.420 
0.1L    :   8.13
    230.7    6.5   67.9    3.350   0.0  -0.03e-3 28.9     92.3     0.153    0.827      0.00
   1661.2    3.0   66.4    189.0 0.099     164.0 4.91    24.00     0.101    2.526 
0.2L    :  16.27
    187.8    6.5   67.9    3.906   0.0  -0.00e-3 29.0     48.5     0.101    0.496      0.00
   2975.4    3.5   66.2    189.0 0.081     160.2 4.81    24.00     0.101    2.187 
0.3L    :  24.40
    145.8    6.5   67.9    3.906   0.0   0.97e-3 32.4     69.5     0.133    0.413      0.00
   3863.0    3.5   66.2    189.0 0.063      92.5 2.78    24.00     0.101    1.901 
0.4L    :  32.53
    104.6    6.5   67.9    3.906   0.0   1.34e-3 33.7     36.5     0.101    0.413      0.00
   4316.6    3.5   66.2    189.0 0.045      79.7 2.39    24.00     0.101    2.451 
0.5L    :  40.67
     64.1    6.5   67.9    3.906   0.0   1.03e-3 32.6      0.0     0.101    0.413      0.00
   4351.7    3.5   66.2    189.0 0.028      90.1 2.70    24.00     0.101    4.262 
0.6L    :  48.80
    104.6    6.5   67.9    3.906   0.0   1.34e-3 33.7     36.5     0.101    0.413      0.00
   4316.6    3.5   66.2    189.0 0.045      79.7 2.39    24.00     0.101    2.451 
0.7L    :  56.93
    145.8    6.5   67.9    3.906   0.0   0.97e-3 32.4     69.5     0.133    0.413      0.00
   3863.0    3.5   66.2    189.0 0.063      92.5 2.78    24.00     0.101    1.901 
0.8L    :  65.06
    187.8    6.5   67.9    3.906   0.0  -0.00e-3 29.0     48.5     0.101    0.496      0.00
   2975.4    3.5   66.2    189.0 0.081     160.2 4.81    24.00     0.101    2.187 
0.9L    :  73.20
    230.7    6.5   67.9    3.350   0.0  -0.03e-3 28.9     92.3     0.153    0.827      0.00
   1661.2    3.0   66.4    189.0 0.099     164.0 4.91    24.00     0.101    2.526 
Critical:  75.12
    241.3    6.5   67.9    3.066   0.0  -0.03e-3 28.9    104.0     0.173    1.760      0.00
   1258.8    2.7   66.5    189.0 0.103     164.1 4.90    24.00     0.101    2.420 
Transfer:  78.33
    259.3    6.5   67.9    2.586   0.0   0.40e-3 30.4    164.3     0.289    1.760      0.00
    566.1    2.3   66.8    189.0 0.111     123.7 3.68    24.00     0.101    2.259 
Bearing :  80.67
    272.3    6.5   67.9    0.573   0.0   6.00e-3 50.0    272.8     0.961    1.760      0.00
      0.0    0.5   67.7     41.9 0.115      29.7 0.87    24.00     0.101    1.750 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    1.53
 
 
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
    272.3      4.47     67.92    0.52       67.66    24.00      0.300      0.740      0.000      0.000*
Transfer:      2.33
    259.3      4.32     67.92    2.32       66.76    24.00      0.300      0.688      0.000      1.760 
Critical:      5.55
    241.4      4.03     67.92    2.75       66.54    24.00      0.300      0.594      0.000      1.760 
0.1L    :      7.47
    230.7      3.86     67.92    3.00       66.42    24.00      0.300      0.536      0.000      0.827 
0.2L    :     15.60
    187.8      3.15     67.92    3.49       66.17    24.00      0.300      0.301      0.000      0.496 
0.3L    :     23.73
    145.8      2.45     67.92    3.49       66.17    24.00      0.300      0.066      0.000      0.413 
0.4L    :     31.87
    104.6      1.76     67.92    3.49       66.17    24.00      0.300      0.000      0.000      0.413 
0.5L    :     40.00
     64.1      1.08     67.92    3.49       66.17    24.00      0.300      0.000      0.000      0.413 
0.6L    :     48.13
    104.6      1.76     67.92    3.49       66.17    24.00      0.300      0.000      0.000      0.413 
0.7L    :     56.27
    145.8      2.45     67.92    3.49       66.17    24.00      0.300      0.066      0.000      0.413 
0.8L    :     64.40
    187.8      3.15     67.92    3.49       66.17    24.00      0.300      0.301      0.000      0.496 
0.9L    :     72.53
    230.7      3.86     67.92    3.00       66.42    24.00      0.300      0.536      0.000      0.827 
Critical:     74.45
    241.4      4.03     67.92    2.75       66.54    24.00      0.300      0.594      0.000      1.760 
Transfer:     77.67
    259.3      4.32     67.92    2.32       66.76    24.00      0.300      0.688      0.000      1.760 
Bearing :     80.00
    272.3      4.47     67.92    0.52       67.66    24.00      0.300      0.740      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 7.47 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 
At 0.2 x L = 15.60 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.3 x L = 23.73 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.4 x L = 31.87 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.5 x L = 40.00 ft
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
At 0.6 x L = 48.13 ft
Prestress      :       1.083  1.80      1.949  2.20      2.382
Self Wt.       :      -0.394  1.85     -0.729  2.40     -0.946
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          :       0.688            1.219            1.436
 
At 0.7 x L = 56.27 ft
Prestress      :       0.947  1.80      1.705  2.20      2.083
Self Wt.       :      -0.337  1.85     -0.623  2.40     -0.808
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          :       0.610            1.082            1.276
 
At 0.8 x L = 64.40 ft
Prestress      :       0.721  1.80      1.298  2.20      1.586
Self Wt.       :      -0.246  1.85     -0.455  2.40     -0.590
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          :       0.475            0.843            0.996
 
At 0.9 x L = 72.53 ft
Prestress      :       0.405  1.80      0.728  2.20      0.890
Self Wt.       :      -0.130  1.85     -0.240  2.40     -0.312
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          :       0.275            0.488            0.578
 

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
   558.3    67.9  2.586  267.0    2.7   2.32   3840.2  0.073T 1.00       -       -     -     -  
H/2     :   2.97
   703.7    67.9  2.680  266.9    2.8   2.40   3976.2  0.070T 1.00       -       -     -     -  
0.1L    :   7.47
  1661.2    67.9  3.350  266.1    3.5   3.00   4933.8  0.056T 1.00       -       -     -     -  
0.2L    :  15.60
  3058.5    67.9  3.906  265.4    4.1   3.49   5717.4  0.048T 1.00   5210.8  4067.8    1.10    -  
0.3L    :  23.73
  4026.5    67.9  3.906  265.4    4.1   3.49   5717.4  0.048T 1.00   5098.7  5098.7    1.12    -  
0.4L    :  31.87
  4603.6    67.9  3.906  265.4    4.1   3.49   5717.4  0.048T 1.00   5031.2  5031.2    1.14    -  
0.5L    :  40.00
  4768.5    67.9  3.906  265.4    4.1   3.49   5717.4  0.048T 1.00   5008.4  5008.4    1.14    -  
0.6L    :  48.13
  4603.6    67.9  3.906  265.4    4.1   3.49   5717.4  0.048T 1.00   5031.2  5031.2    1.14    -  
0.7L    :  56.27
  4026.5    67.9  3.906  265.4    4.1   3.49   5717.4  0.048T 1.00   5098.7  5098.7    1.12    -  
0.8L    :  64.40
  3058.5    67.9  3.906  265.4    4.1   3.49   5717.4  0.048T 1.00   5210.8  4067.8    1.10    -  
0.9L    :  72.53
  1661.2    67.9  3.350  266.1    3.5   3.00   4933.8  0.056T 1.00       -       -     -     -  
H/2     :  77.03
   703.7    67.9  2.680  266.9    2.8   2.40   3976.2  0.070T 1.00       -       -     -     -  
Transfer:  77.67
   558.3    67.9  2.586  267.0    2.7   2.32   3840.2  0.073T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.020
        M   2.00 Fb     0.170
 
  2   2 E   6.00 Ft    -0.028
        M   6.00 Fb     0.394
 
  3   2 E   6.00 Ft    -0.076
        M   6.00 Fb     0.618
 
  4   2 E   6.00 Ft    -0.124
        M   6.00 Fb     0.843
 
  5   2 E   2.00 Ft    -0.199
        M   2.00 Fb     1.089
 
  6   2 E   2.00 Ft    -0.274
        M   2.00 Fb     1.335
 
  7   2 E   2.00 Ft    -0.349
        M   2.00 Fb     1.581
 
  8   2 E   2.00 Ft    -0.425
        M   2.00 Fb     1.828
 
  9   2 E   2.00 Ft    -0.500
        M   2.00 Fb     2.074
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 81.33            Release Length, ft: 81.33
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  4.60 %               Final losses: 11.23 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             3.250       2.074     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.500     Trans  
      Precast Top w/ reinf. (tension)      -0.537           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.537      -0.167   0.2L/0.8L
      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)                  5717.42     4768.49     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
    Pre.Top:   3.600   1.172     Midspan    2.700   0.839     Midspan
    Pre.Bot:   3.600   1.689    Transfer    2.700   1.787    Transfer
  Service III Limit State - Tensile Stresses Only
    Pre.Top:  -0.465  -0.346    Transfer
    Pre.Bot:  -0.465   0.029     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.703     Midspan
    Pre.Bot:                                                             2.400   0.799    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  40.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.128  1.80      2.030  2.20      2.481
Self Wt.       :      -0.414  1.85     -0.766  2.40     -0.993
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          :       0.714            1.264            1.488
 
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

