 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : Sept/20/2022
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTC70 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 70 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) Hold-down points are at 0.35*(total length of beam)
                     (9) The beam lifting and supporting points are both assumed are 2 feet and 3.5 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_72a7.tmp\BTC70-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   2362463.00
 
SPAN DATA
---------
Precast length    , ft =     71.330
Bearing-to-bearing, ft =     70.000
Release span      , ft =     71.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTC    3.500    691.8   178971.0  45.00  20.74  34.00   8.125
 2               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 3               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 4               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   9.250
 5               IA-BTC    9.250    691.8   178971.0  45.00  20.74  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     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   70.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   70.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   70.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   70.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   70.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   70.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   35.000
   1    2        0.500   35.000
   1    3        0.500   35.000
   1    4        0.500   35.000
   1    5        0.250   35.000
 
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   70.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   70.00   Right Barrier Weight
   1    DW Area        0.020   40.83          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.062     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
Depressed at 0.35L ( 24.97 ft from member end )
 
END PATTERN (Ycg = 8.22 in):
 
  8 @  2.000 in 8 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 in 8 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 18.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 18.4167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6631 52.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.9134 60.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 60.9134 66.1631 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.1631 66.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 66.8301 68.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 68.8301 69.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 69.5801 70.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 70.7467 71.2051 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 71.3300       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
Depressed at 0.35L ( 24.97 ft from member end )
 
END PATTERN (Ycg = 8.22 in):
 
  8 @  2.000 in 8 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 in 8 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 18.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 18.4167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6631 52.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.9134 60.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 60.9134 66.1631 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.1631 66.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 66.8301 68.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 68.8301 69.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 69.5801 70.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 70.7467 71.2051 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 71.3300       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
Depressed at 0.35L ( 24.97 ft from member end )
 
END PATTERN (Ycg = 8.22 in):
 
  8 @  2.000 in 8 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 in 8 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 18.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 18.4167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6631 52.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.9134 60.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 60.9134 66.1631 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.1631 66.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 66.8301 68.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 68.8301 69.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 69.5801 70.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 70.7467 71.2051 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 71.3300       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
Depressed at 0.35L ( 24.97 ft from member end )
 
END PATTERN (Ycg = 8.22 in):
 
  8 @  2.000 in 8 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 in 8 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 18.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 18.4167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6631 52.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.9134 60.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 60.9134 66.1631 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.1631 66.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 66.8301 68.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 68.8301 69.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 69.5801 70.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 70.7467 71.2051 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 71.3300       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
Depressed at 0.35L ( 24.97 ft from member end )
 
END PATTERN (Ycg = 8.22 in):
 
  8 @  2.000 in 8 @  6.000 in 2 @ 42.000 in  
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  4.000 in    
 
(B) Straight:
 
  8 @  2.000 in 8 @  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    2.75  0.1250  0.5833 No        
       2 US#6[M19]  60.0  0.88    3.50  0.5833  1.7500 Yes       
       2 US#6[M19]  60.0  0.88    4.50  1.7500  2.5000 Yes       
       2 US#6[M19]  60.0  0.88    6.00  2.5000  4.5000 Yes       
       2 US#6[M19]  60.0  0.88    8.00  4.5000  5.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  5.1670 10.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.4167 18.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00 18.4167 29.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 29.6670 41.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 41.6631 52.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 52.9134 60.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 60.9134 66.1631 Yes       
       2 US#6[M19]  60.0  0.88    8.00 66.1631 66.8301 Yes       
       2 US#6[M19]  60.0  0.88    6.00 66.8301 68.8301 Yes       
       2 US#6[M19]  60.0  0.88    4.50 68.8301 69.5801 Yes       
       2 US#6[M19]  60.0  0.88    3.50 69.5801 70.7467 Yes       
       2 US#6[M19]  60.0  0.88    2.75 70.7467 71.2051 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 71.3300       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-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.052      0.00       0.052   70.00
     DC  Line       0.076      0.00       0.076   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.767   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.925   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.019   (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                  =        691.8 in2           1367.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           461073 in4#
Ht. of c.g.           =        20.74 in             34.85 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.3    712.1    711.3    712.1    712.1    712.1    712.1    712.1
  Yb      ,  in    20.66    20.37    20.38    20.35    20.31    20.28    20.26    20.26
  MI(Ixx) , in4   179685   182322   182186   182692   183375   184115   184507   184507
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1371.9   1386.6   1385.8   1386.6   1386.6   1386.6   1386.6   1386.6
  Yb      ,  in    34.76    34.48    34.49    34.47    34.45    34.43    34.42    34.42
  MI(Ixx) , in4   464062   474810   474265   475527   476807   478141   478829   478829

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 24.97 ft from member end )
END PATTERN (Ycg = 8.22 in):
     8 @  2.000 in     8 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 in     8 @  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      =     11.853 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.816 ft
Holddown Force        =  10.705 kips     Beam Shrtng (PL/AE)   =      0.201 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)       
-------------------------------------------------------------------------------------
      1284.740         740 950.708     12.692 51402.293   785.400     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     18.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.4167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6631     52.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.9134     60.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      60.9134     66.1631    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.1631     66.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      66.8301     68.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      68.8301     69.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      69.5801     70.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      70.7467     71.2051     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 71.3300       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 =  4.00 in
         P_init    =      765.7 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.595 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.69 ksi    0.00 ksi
    due to Composite Loads                                 -1.25 ksi    0.00 ksi
    due to Live Loads                                      -4.84 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                         9.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            11.84 ksi ( 6.04 %)
Total Prestress Losses                                    21.74 ksi (11.09 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0    12.9    12.3    33.5    62.6    83.3    95.8    99.9
DC(Max)     V       5.7     5.3     5.3     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    60.5   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    26.4    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   188.0   178.9   485.1   891.1  1161.6  1321.2  1356.4
            V     107.4   102.4   102.6    93.5    79.0    64.6    45.9    31.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.4   102.4   102.6    93.5    79.7    66.5    53.8    41.5
            M       0.0   192.0   182.9   485.1   850.7  1082.2  1176.1  1140.0
Total     : M+      0.0   357.9   340.7   927.2  1716.6  2261.3  2585.6  2676.4
            V     182.7   172.7   173.2   154.9   125.1    95.4    61.3    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   182.7   172.7   173.2   154.9   125.8    97.3    69.2    41.6
            M       0.0   362.0   344.7   927.2  1676.2  2181.8  2440.6  2460.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      95.8    83.3    62.6    33.5    12.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.3     5.3     5.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    60.5    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.4    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1321.2  1161.6   891.1   485.1   178.9   188.0     0.0
            V      45.9    64.6    79.0    93.5   102.6   102.4   107.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.8    66.5    79.7    93.5   102.6   102.4   107.4
            M    1176.1  1082.2   850.7   485.1   182.9   192.0     0.0
Total     : M+   2585.6  2261.3  1716.6   927.2   340.7   357.9     0.0
            V      61.3    95.4   125.1   154.9   173.2   172.7   182.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.2    97.3   125.8   154.9   173.2   172.7   182.7
            M    2440.6  2181.8  1676.2   927.2   344.7   362.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.2             25.2
Deck+Haunch            28.2             28.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0    12.9    12.3    33.5    62.6    83.3    95.8    99.9
DC(Max)     V       5.7     5.3     5.3     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    60.5   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    26.4    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   150.4   143.2   388.1   712.8   929.3  1057.0  1085.1
            V      85.9    81.9    82.1    74.8    63.2    51.7    36.7    25.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.9    81.9    82.1    74.8    63.8    53.2    43.0    33.2
            M       0.0   153.6   146.3   388.1   680.5   865.8   940.9   912.0
Total     : M+      0.0   320.3   305.0   830.2  1538.4  2029.0  2321.4  2405.1
            V     161.2   152.2   152.6   136.2   109.3    82.5    52.1    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   161.2   152.2   152.6   136.2   109.8    84.0    58.5    33.3
            M       0.0   323.6   308.1   830.2  1506.1  1965.4  2205.3  2232.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      95.8    83.3    62.6    33.5    12.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.3     5.3     5.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    60.5    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.4    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1057.0   929.3   712.8   388.1   143.2   150.4     0.0
            V      36.7    51.7    63.2    74.8    82.1    81.9    85.9
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    43.0    53.2    63.8    74.8    82.1    81.9    85.9
            M     940.9   865.8   680.5   388.1   146.3   153.6     0.0
Total     : M+   2321.4  2029.0  1538.4   830.2   305.0   320.3     0.0
            V      52.1    82.5   109.3   136.2   152.6   152.2   161.2
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    58.5    84.0   109.8   136.2   152.6   152.2   161.2
            M    2205.3  1965.4  1506.1   830.2   308.1   323.6     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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    71.2    67.7   185.1   345.5   460.1   528.8   551.7
(Max)       V      31.5    29.4    29.5    25.7    19.3    12.9     6.4     0.0
Self wt.  : M       0.0    51.2    48.8   133.3   248.8   331.2   380.7   397.2
(Min)       V      22.7    21.2    21.3    18.5    13.9     9.3     4.6     0.0
DL-Prec.  : M       0.0    16.1    15.3    41.9    78.2   104.2   119.7   124.9
DC(Max)     V       7.1     6.7     6.7     5.8     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.6    11.0    30.2    56.3    75.0    86.2    89.9
DC(Min)     V       5.1     4.8     4.8     4.2     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    79.5    75.6   206.7   385.9   513.8   590.6   616.2
Haunch (Max)V      35.2    32.9    33.0    28.7    21.5    14.4     7.2     0.0
Deck +    : M       0.0    57.2    54.5   148.8   277.8   369.9   425.2   443.7
Haunch (Min)V      25.4    23.7    23.7    20.7    15.5    10.3     5.2     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.1     3.2     4.4     5.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.2    27.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.1    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    20.0    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.7     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    18.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.0     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     8.0    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   328.9   313.2   848.9  1559.3  2032.9  2312.1  2373.7
            V     188.0   179.2   179.6   163.5   138.3   113.1    80.3    55.0
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   188.0   179.2   179.6   163.5   139.5   116.4    94.1    72.6
            M       0.0   336.0   320.0   848.9  1488.7  1893.9  2058.2  1995.0
Total     : M+      0.0   544.6   518.5  1410.0  2606.9  3428.3  3916.6  4048.7
            V     283.6   268.4   269.1   241.5   196.8   152.1    99.9    55.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   283.6   268.4   269.1   241.5   197.9   155.4   113.7    72.8
            M       0.0   551.7   525.3  1410.0  2536.2  3289.3  3662.7  3670.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     528.8   460.1   345.5   185.1    67.7    71.2     0.0
(Max)       V       6.4    12.9    19.3    25.7    29.5    29.4    31.5
Self wt.  : M     380.7   331.2   248.8   133.3    48.8    51.2     0.0
(Min)       V       4.6     9.3    13.9    18.5    21.3    21.2    22.7
DL-Prec.  : M     119.7   104.2    78.2    41.9    15.3    16.1     0.0
DC(Max)     V       1.5     2.9     4.4     5.8     6.7     6.7     7.1
DL-Prec.  : M      86.2    75.0    56.3    30.2    11.0    11.6     0.0
DC(Min)     V       1.0     2.1     3.1     4.2     4.8     4.8     5.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     590.6   513.8   385.9   206.7    75.6    79.5     0.0
Haunch (Max)V       7.2    14.4    21.5    28.7    33.0    32.9    35.2
Deck +    : M     425.2   369.9   277.8   148.8    54.5    57.2     0.0
Haunch (Min)V       5.2    10.3    15.5    20.7    23.7    23.7    25.4
Diaphragm : M       4.4     3.2     2.1     1.0     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     217.2   189.0   141.9    76.0    27.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.1    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    20.0    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.7     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    18.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.0     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     8.0     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2312.1  2032.9  1559.3   848.9   313.2   328.9     0.0
            V      80.3   113.1   138.3   163.5   179.6   179.2   188.0
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    94.1   116.4   139.5   163.5   179.6   179.2   188.0
            M    2058.2  1893.9  1488.7   848.9   320.0   336.0     0.0
Total     : M+   3916.6  3428.3  2606.9  1410.0   518.5   544.6     0.0
            V      99.9   152.1   196.8   241.5   269.1   268.4   283.6
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   113.7   155.4   197.9   241.5   269.1   268.4   283.6
            M    3662.7  3289.3  2536.2  1410.0   525.3   551.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.5             31.5
Deck+Haunch            35.2             35.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.1              7.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.9    12.3    33.5    62.6    83.3    95.8    99.9
DC(Max)     V       5.7     5.3     5.3     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    63.6    60.5   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    26.4    23.0    17.2    11.5     5.7     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     0.3     0.8     1.7     2.6     3.5     4.4
(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    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     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    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   188.8   179.9   479.6   850.9  1101.2  1216.1  1165.7
            V     109.3   103.9   104.2    94.5    79.7    62.1    47.4    33.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.3   103.9   104.2    94.5    79.7    64.9    50.6    37.7
            M       0.0   188.8   179.9   479.6   850.9  1056.8  1107.6  1036.9
Total     : M+      0.0   358.8   341.6   921.8  1676.5  2200.8  2480.6  2485.7
            V     184.6   174.2   174.7   155.9   125.8    92.9    62.8    33.2
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   184.6   174.2   174.7   155.9   125.8    95.7    66.1    37.9
            M       0.0   358.8   341.6   921.8  1676.5  2156.5  2372.1  2356.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
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      95.8    83.3    62.6    33.5    12.3    12.9     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.3     5.3     5.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     472.5   411.1   308.7   165.4    60.5    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.4    26.3    28.2
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       3.5     2.6     1.7     0.8     0.3     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     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
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      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+   1216.1  1101.2   850.9   479.6   179.9   188.8     0.0
            V      47.4    62.1    79.7    94.5   104.2   103.9   109.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.6    64.9    79.7    94.5   104.2   103.9   109.3
            M    1107.6  1056.8   850.9   479.6   179.9   188.8     0.0
Total     : M+   2480.6  2200.8  1676.5   921.8   341.6   358.8     0.0
            V      62.8    92.9   125.8   155.9   174.7   174.2   184.6
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    66.1    95.7   125.8   155.9   174.7   174.2   184.6
            M    2372.1  2156.5  1676.5   921.8   341.6   358.8     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.040  -0.208  -0.199  -0.269  -0.374  -0.477  -0.529  -0.529
Bottom         0.435   1.919   1.847   1.968   2.051   2.133   2.173   2.173
 
Self wt.
Precast-top   -0.000   0.092   0.088   0.240   0.446   0.593   0.681   0.710
Bottom        -0.000  -0.076  -0.073  -0.198  -0.367  -0.486  -0.557  -0.582
 
DL-Prec (DC)
Precast-top   -0.000   0.021   0.020   0.054   0.101   0.134   0.154   0.161
Bottom        -0.000  -0.017  -0.016  -0.045  -0.083  -0.110  -0.126  -0.132
 
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   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.103   0.098   0.268   0.499   0.662   0.760   0.793
Bottom        -0.000  -0.085  -0.081  -0.221  -0.410  -0.543  -0.623  -0.650
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.009   0.025   0.047   0.062   0.072   0.075
Precast-top   -0.000   0.006   0.006   0.016   0.030   0.040   0.046   0.048
Bottom        -0.000  -0.020  -0.019  -0.053  -0.098  -0.131  -0.150  -0.156
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.014   0.026   0.034   0.040   0.041
Precast-top   -0.000   0.003   0.003   0.009   0.017   0.022   0.025   0.027
Bottom        -0.000  -0.011  -0.011  -0.029  -0.054  -0.072  -0.083  -0.086
 
LL+I(+)
Topping-top   -0.000   0.078   0.074   0.201   0.369   0.480   0.545   0.560
Precast-top   -0.000   0.050   0.048   0.129   0.237   0.308   0.350   0.359
Bottom        -0.000  -0.164  -0.156  -0.422  -0.773  -1.004  -1.140  -1.170
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.093   0.089   0.240   0.442   0.577   0.657   0.676 
Precast-top   -0.040   0.068   0.065   0.448   0.959   1.287   1.493   1.576 
Bottom         0.435   1.545   1.490   0.999   0.263  -0.217  -0.510  -0.609 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.014   0.039   0.073   0.097   0.111   0.116 
Precast-top   -0.040   0.018   0.017   0.319   0.722   0.979   1.143   1.217 
Bottom         0.435   1.709   1.646   1.421   1.035   0.787   0.629   0.562 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 
 
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 = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
Precast-top   -0.040  -0.208  -0.199  -0.269  -0.374  -0.477  -0.529  -0.529
Bottom         0.435   1.919   1.847   1.968   2.051   2.133   2.173   2.173
 
Self wt.
Precast-top   -0.000   0.092   0.088   0.240   0.446   0.593   0.681   0.710
Bottom        -0.000  -0.076  -0.073  -0.198  -0.367  -0.486  -0.557  -0.582
 
DL-Prec (DC)
Precast-top   -0.000   0.021   0.020   0.054   0.101   0.134   0.154   0.161
Bottom        -0.000  -0.017  -0.016  -0.045  -0.083  -0.110  -0.126  -0.132
 
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   0.003   0.004   0.006   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.103   0.098   0.268   0.499   0.662   0.760   0.793
Bottom        -0.000  -0.085  -0.081  -0.221  -0.410  -0.543  -0.623  -0.650
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.009   0.025   0.047   0.062   0.072   0.075
Precast-top   -0.000   0.006   0.006   0.016   0.030   0.040   0.046   0.048
Bottom        -0.000  -0.020  -0.019  -0.053  -0.098  -0.131  -0.150  -0.156
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.014   0.026   0.034   0.040   0.041
Precast-top   -0.000   0.003   0.003   0.009   0.017   0.022   0.025   0.027
Bottom        -0.000  -0.011  -0.011  -0.029  -0.054  -0.072  -0.083  -0.086
 
LL+I(+)
Topping-top   -0.000   0.062   0.059   0.161   0.295   0.384   0.436   0.448
Precast-top   -0.000   0.040   0.038   0.103   0.189   0.246   0.280   0.288
Bottom        -0.000  -0.131  -0.125  -0.338  -0.618  -0.803  -0.912  -0.936
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.077   0.074   0.200   0.368   0.481   0.547   0.564 
Precast-top   -0.040   0.058   0.055   0.422   0.912   1.225   1.423   1.505 
Bottom         0.435   1.578   1.521   1.084   0.417  -0.016  -0.282  -0.375 
 

 
 
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    2.22    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000   0.078   0.075   0.199   0.352   0.455   0.502   0.481
Precast-top   -0.000   0.050   0.048   0.128   0.226   0.292   0.322   0.309
Bottom        -0.000  -0.165  -0.157  -0.417  -0.738  -0.952  -1.049  -1.006
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.086   0.082   0.218   0.389   0.503   0.558   0.539 
Precast-top   -0.020   0.059   0.056   0.287   0.587   0.781   0.894   0.917 
Bottom         0.217   0.690   0.666   0.293  -0.220  -0.558  -0.734  -0.725 
 

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
    283.6    6.5   49.2    0.508   2.1   6.00e-3 50.0    291.4     1.417    3.017      0.00
      0.0    0.5   49.0     41.9 0.164      21.5 0.87    12.00     0.101    1.524 
Transfer:   3.00
    268.4    6.5   49.2    2.290   9.5   1.30e-3 33.5    229.7     0.632    1.760      0.00
    551.7    2.1   48.2    189.0 0.154      59.0 2.43    12.00     0.101    1.609 
Critical:   4.67
    257.4    6.5   49.2    2.515   9.5   0.28e-3 30.0    180.6     0.433    1.320      0.00
    900.6    2.3   48.1    189.0 0.147      95.9 3.96    12.00     0.101    1.674 
0.1L    :   7.13
    241.5    6.5   49.2    2.842   9.5   0.59e-3 31.1    178.3     0.448    0.827      0.00
   1410.0    2.6   48.0    189.0 0.138      80.5 3.33    12.00     0.101    1.563 
0.2L    :  14.27
    197.9    6.5   47.4    3.906   9.5   1.02e-3 32.6    147.6     0.411    0.620      0.00
   2536.2    3.1   45.9    189.0 0.118      62.8 2.72    24.00     0.101    1.341 
0.3L    :  21.40
    155.4    6.5   48.6    3.906   9.5   2.21e-3 36.7    120.3     0.381    0.496      0.00
   3289.3    3.1   47.1    189.0 0.089      42.8 1.81    24.00     0.101    1.209 
0.4L    :  28.53
    113.7    6.5   49.2    3.906   0.0   2.67e-3 38.3     87.9     0.292    0.496      0.00
   3662.7    3.1   47.7    189.0 0.068      38.4 1.60    24.00     0.101    1.488 
0.5L    :  35.67
     72.8    6.5   49.2    3.906   0.0   2.32e-3 37.1     38.8     0.123    0.413      0.00
   3670.0    3.1   47.7    189.0 0.043      42.1 1.75    24.00     0.101    2.131 
0.6L    :  42.80
    113.7    6.5   49.2    3.906   0.0   2.67e-3 38.3     87.9     0.292    0.496      0.00
   3662.7    3.1   47.7    189.0 0.068      38.4 1.60    24.00     0.101    1.488 
0.7L    :  49.93
    155.4    6.5   48.6    3.906   9.5   2.21e-3 36.7    120.3     0.381    0.496      0.00
   3289.3    3.1   47.1    189.0 0.089      42.8 1.81    24.00     0.101    1.209 
0.8L    :  57.06
    197.9    6.5   47.4    3.906   9.5   1.02e-3 32.6    147.6     0.411    0.620      0.00
   2536.2    3.1   45.9    189.0 0.118      62.8 2.72    24.00     0.101    1.341 
0.9L    :  64.20
    241.5    6.5   49.2    2.842   9.5   0.59e-3 31.1    178.3     0.448    0.827      0.00
   1410.0    2.6   48.0    189.0 0.138      80.5 3.33    12.00     0.101    1.563 
Critical:  66.66
    257.4    6.5   49.2    2.515   9.5   0.28e-3 30.0    180.6     0.433    1.320      0.00
    900.6    2.3   48.1    189.0 0.147      95.9 3.96    12.00     0.101    1.674 
Transfer:  68.33
    268.4    6.5   49.2    2.290   9.5   1.30e-3 33.5    229.7     0.632    1.760      0.00
    551.7    2.1   48.2    189.0 0.154      59.0 2.43    12.00     0.101    1.609 
Bearing :  70.67
    283.6    6.5   49.2    0.508   2.1   6.00e-3 50.0    291.4     1.417    3.017      0.00
      0.0    0.5   49.0     41.9 0.164      21.5 0.87    12.00     0.101    1.524 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
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
    283.6      6.43     49.25    0.46       49.02    24.00      0.300      1.393      0.000      3.017 
Transfer:      2.33
    268.4      6.18     49.25    2.07       48.22    24.00      0.300      1.312      0.000      1.760 
Critical:      4.01
    257.5      5.95     49.25    2.27       48.12    24.00      0.300      1.232      0.000      1.320 
0.1L    :      6.47
    241.5      5.59     49.25    2.56       47.97    24.00      0.300      1.114      0.000      0.827 
0.2L    :     13.60
    197.9      4.79     47.44    3.11       45.88    24.00      0.300      0.848      0.000      0.620 
0.3L    :     20.73
    155.4      3.67     48.65    3.11       47.09    24.00      0.300      0.472      0.000      0.496 
0.4L    :     27.87
    113.7      2.65     49.25    3.12       47.69    24.00      0.300      0.133      0.000      0.496 
0.5L    :     35.00
     72.8      1.70     49.25    3.12       47.69    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    113.7      2.65     49.25    3.12       47.69    24.00      0.300      0.133      0.000      0.496 
0.7L    :     49.27
    155.4      3.67     48.65    3.11       47.09    24.00      0.300      0.472      0.000      0.496 
0.8L    :     56.40
    197.9      4.79     47.44    3.11       45.88    24.00      0.300      0.848      0.000      0.620 
0.9L    :     63.53
    241.5      5.59     49.25    2.56       47.97    24.00      0.300      1.114      0.000      0.827 
Critical:     65.99
    257.5      5.95     49.25    2.27       48.12    24.00      0.300      1.232      0.000      1.320 
Transfer:     67.67
    268.4      6.18     49.25    2.07       48.22    24.00      0.300      1.312      0.000      1.760 
Bearing :     70.00
    283.6      6.43     49.25    0.46       49.02    24.00      0.300      1.393      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
Deck + Haunch  :                       -0.142  2.30     -0.326
DL-Prec. (DC)  :                       -0.029  3.00     -0.086
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.060
DL-Comp. (DW)  :                       -0.011  3.00     -0.033
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.60 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
Deck + Haunch  :                       -0.282  2.30     -0.648
DL-Prec. (DC)  :                       -0.057  3.00     -0.171
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.022  3.00     -0.066
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.73 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
Deck + Haunch  :                       -0.390  2.30     -0.898
DL-Prec. (DC)  :                       -0.079  3.00     -0.237
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.055  3.00     -0.166
DL-Comp. (DW)  :                       -0.031  3.00     -0.092
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 27.87 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
Deck + Haunch  :                       -0.459  2.30     -1.056
DL-Prec. (DC)  :                       -0.093  3.00     -0.279
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.195
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 35.00 ft
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
Deck + Haunch  :                       -0.483  2.30     -1.111
DL-Prec. (DC)  :                       -0.098  3.00     -0.294
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.068  3.00     -0.205
DL-Comp. (DW)  :                       -0.038  3.00     -0.113
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 42.13 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
Deck + Haunch  :                       -0.459  2.30     -1.056
DL-Prec. (DC)  :                       -0.093  3.00     -0.279
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.195
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 49.27 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
Deck + Haunch  :                       -0.390  2.30     -0.898
DL-Prec. (DC)  :                       -0.079  3.00     -0.237
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.055  3.00     -0.166
DL-Comp. (DW)  :                       -0.031  3.00     -0.092
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 56.40 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
Deck + Haunch  :                       -0.282  2.30     -0.648
DL-Prec. (DC)  :                       -0.057  3.00     -0.171
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.022  3.00     -0.066
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 63.53 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
Deck + Haunch  :                       -0.142  2.30     -0.326
DL-Prec. (DC)  :                       -0.029  3.00     -0.086
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.060
DL-Comp. (DW)  :                       -0.011  3.00     -0.033
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.33
   544.6    45.5  2.577  266.0    2.4   2.07   2541.4  0.060T 1.00       -       -     -     -  
H/2     :   2.22
   518.5    45.5  2.477  266.1    2.3   1.99   2445.4  0.063T 1.00       -       -     -     -  
0.1L    :   6.47
  1410.0    46.2  3.197  265.1    3.0   2.56   3175.1  0.048T 1.00       -       -     -     -  
0.2L    :  13.60
  2606.9    47.4  3.906  264.2    3.7   3.11   3945.4  0.039T 1.00   3340.9  3340.9    1.18    -  
0.3L    :  20.73
  3428.3    48.6  3.906  264.3    3.7   3.11   4051.2  0.039T 1.00   3345.2  3345.2    1.21    -  
0.4L    :  27.87
  3916.6    49.2  3.906  264.4    3.7   3.12   4104.1  0.039T 1.00   3336.2  3336.2    1.23    -  
0.5L    :  35.00
  4048.7    49.2  3.906  264.4    3.7   3.12   4104.1  0.039T 1.00   3313.1  3313.1    1.24    -  
0.6L    :  42.13
  3916.6    49.2  3.906  264.4    3.7   3.12   4104.1  0.039T 1.00   3336.2  3336.2    1.23    -  
0.7L    :  49.27
  3428.3    48.6  3.906  264.3    3.7   3.11   4051.2  0.039T 1.00   3345.2  3345.2    1.21    -  
0.8L    :  56.40
  2606.9    47.4  3.906  264.2    3.7   3.11   3945.4  0.039T 1.00   3340.9  3340.9    1.18    -  
0.9L    :  63.53
  1410.0    46.2  3.197  265.1    3.0   2.56   3175.1  0.048T 1.00       -       -     -     -  
H/2     :  67.78
   518.5    45.5  2.477  266.1    2.3   1.99   2445.4  0.063T 1.00       -       -     -     -  
Transfer:  67.67
   544.6    45.5  2.577  266.0    2.4   2.07   2541.4  0.060T 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     0.028
        M   2.00 Fb     0.195
 
  2   2 E  42.00 Ft     0.344
        M   4.00 Fb     0.152
 
  3   2 E   6.00 Ft     0.298
        M   6.00 Fb     0.408
 
  4   2 E   6.00 Ft     0.252
        M   6.00 Fb     0.664
 
  5   2 E   6.00 Ft     0.207
        M   6.00 Fb     0.920
 
  6   2 E   6.00 Ft     0.161
        M   6.00 Fb     1.176
 
  7   2 E   2.00 Ft     0.069
        M   2.00 Fb     1.470
 
  8   2 E   2.00 Ft    -0.022
        M   2.00 Fb     1.764
 
  9   2 E   2.00 Ft    -0.114
        M   2.00 Fb     2.058
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.09 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.058     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.114       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4104.12     4048.69     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.676     Midspan    1.800   0.116     Midspan
    Pre.Top:   3.600   1.576     Midspan    2.700   1.217     Midspan
    Pre.Bot:   3.600   1.545    Transfer    2.700   1.709    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.040     Bearing
    Pre.Bot:  -0.465  -0.375     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.917     Midspan
    Pre.Bot:                                                             2.400   0.690    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
Deck + Haunch  :                       -0.483  2.30     -1.111
DL-Prec. (DC)  :                       -0.098  3.00     -0.294
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.068  3.00     -0.205
DL-Comp. (DW)  :                       -0.038  3.00     -0.113
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.784   (Calculated)    
Live Moment (1  lane  loaded)  : 0.558   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.164   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.931   (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                  =        691.8 in2           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.3    712.1    711.3    712.1    712.1    712.1    712.1    712.1
  Yb      ,  in    20.66    20.37    20.38    20.35    20.31    20.28    20.26    20.26
  MI(Ixx) , in4   179685   182322   182186   182692   183375   184115   184507   184507
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1463.4   1478.1   1477.4   1478.1   1478.1   1478.1   1478.1   1478.1
  Yb      ,  in    35.68    35.40    35.41    35.39    35.37    35.36    35.35    35.35
  MI(Ixx) , in4   482836   494327   493745   495068   496390   497767   498476   498476

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 24.97 ft from member end )
END PATTERN (Ycg = 8.22 in):
     8 @  2.000 in     8 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 in     8 @  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      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.882 ft
Holddown Force        =  10.705 kips     Beam Shrtng (PL/AE)   =      0.201 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)       
-------------------------------------------------------------------------------------
      1284.740         740 950.708     12.692 51402.293   785.400     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     18.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.4167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6631     52.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.9134     60.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      60.9134     66.1631    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.1631     66.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      66.8301     68.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      68.8301     69.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      69.5801     70.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      70.7467     71.2051     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 71.3300       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 =  4.00 in
         P_init    =      765.7 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.595 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.97 ksi    0.00 ksi
    due to Composite Loads                                 -1.24 ksi    0.00 ksi
    due to Live Loads                                      -4.69 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                         9.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            11.72 ksi ( 5.98 %)
Total Prestress Losses                                    21.62 ksi (11.03 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.4 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   184.2   175.4   475.5   873.4  1138.6  1295.0  1329.5
            V     122.7   116.9   117.2   106.7    90.3    73.8    52.4    35.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.7   116.9   117.2   106.7    91.0    76.0    61.4    47.4
            M       0.0   188.2   179.2   475.5   833.8  1060.7  1152.7  1117.4
Total     : M+      0.0   359.8   342.5   932.3  1726.5  2275.3  2602.5  2695.2
            V     200.5   189.6   190.1   170.2   137.9   105.7    68.4    36.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.5   189.6   190.1   170.2   138.7   107.8    77.5    47.6
            M       0.0   363.8   346.4   932.3  1686.9  2197.4  2460.3  2483.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1295.0  1138.6   873.4   475.5   175.4   184.2     0.0
            V      52.4    73.8    90.3   106.7   117.2   116.9   122.7
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    61.4    76.0    91.0   106.7   117.2   116.9   122.7
            M    1152.7  1060.7   833.8   475.5   179.2   188.2     0.0
Total     : M+   2602.5  2275.3  1726.5   932.3   342.5   359.8     0.0
            V      68.4   105.7   137.9   170.2   190.1   189.6   200.5
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    77.5   107.8   138.7   170.2   190.1   189.6   200.5
            M    2460.3  2197.4  1686.9   932.3   346.4   363.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.2             25.2
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   147.4   140.3   380.4   698.7   910.9  1036.0  1063.6
            V      98.2    93.5    93.8    85.4    72.2    59.0    41.9    28.7
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    98.2    93.5    93.8    85.4    72.8    60.8    49.1    37.9
            M       0.0   150.5   143.4   380.4   667.0   848.6   922.2   893.9
Total     : M+      0.0   323.0   307.5   837.2  1551.8  2047.6  2343.6  2429.3
            V     176.0   166.2   166.7   148.8   119.9    90.9    58.0    29.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.0   166.2   166.7   148.8   120.5    92.6    65.2    38.2
            M       0.0   326.1   310.5   837.2  1520.1  1985.3  2229.8  2259.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1036.0   910.9   698.7   380.4   140.3   147.4     0.0
            V      41.9    59.0    72.2    85.4    93.8    93.5    98.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.1    60.8    72.8    85.4    93.8    93.5    98.2
            M     922.2   848.6   667.0   380.4   143.4   150.5     0.0
Total     : M+   2343.6  2047.6  1551.8   837.2   307.5   323.0     0.0
            V      58.0    90.9   119.9   148.8   166.7   166.2   176.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.2    92.6   120.5   148.8   166.7   166.2   176.0
            M    2229.8  1985.3  1520.1   837.2   310.5   326.1     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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    71.2    67.7   185.1   345.5   460.1   528.8   551.7
(Max)       V      31.5    29.4    29.5    25.7    19.3    12.9     6.4     0.0
Self wt.  : M       0.0    51.2    48.8   133.3   248.8   331.2   380.7   397.2
(Min)       V      22.7    21.2    21.3    18.5    13.9     9.3     4.6     0.0
DL-Prec.  : M       0.0    12.0    11.4    31.3    58.4    77.7    89.3    93.2
DC(Max)     V       5.3     5.0     5.0     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7     8.2    22.5    42.0    56.0    64.3    67.1
DC(Min)     V       3.8     3.6     3.6     3.1     2.3     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    90.2    85.9   234.7   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    37.4    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    65.0    61.8   169.0   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    27.0    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.7     2.0     4.3     6.5     8.7    10.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    27.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.1    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    20.0    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.7     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    18.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.0     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     8.0    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   322.4   306.9   832.1  1528.4  1992.5  2266.2  2326.6
            V     214.7   204.6   205.1   186.8   158.0   129.2    91.7    62.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   214.7   204.6   205.1   186.8   159.3   132.9   107.5    82.9
            M       0.0   329.3   313.7   832.1  1459.1  1856.3  2017.3  1955.4
Total     : M+      0.0   545.1   518.9  1411.5  2610.5  3434.3  3924.6  4058.7
            V     313.4   296.7   297.6   267.3   218.4   169.6   112.0    63.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   313.4   296.7   297.6   267.3   219.7   173.3   127.8    83.3
            M       0.0   552.0   525.7  1411.5  2541.2  3298.0  3675.8  3687.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     528.8   460.1   345.5   185.1    67.7    71.2     0.0
(Max)       V       6.4    12.9    19.3    25.7    29.5    29.4    31.5
Self wt.  : M     380.7   331.2   248.8   133.3    48.8    51.2     0.0
(Min)       V       4.6     9.3    13.9    18.5    21.3    21.2    22.7
DL-Prec.  : M      89.3    77.7    58.4    31.3    11.4    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     5.0     5.0     5.3
DL-Prec.  : M      64.3    56.0    42.0    22.5     8.2     8.7     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.6     3.6     3.8
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     670.6   583.4   438.1   234.7    85.9    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    37.4    37.3    40.0
Deck +    : M     482.8   420.0   315.4   169.0    61.8    65.0     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    27.0    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     217.2   189.0   141.9    76.0    27.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.1    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    20.0    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.7     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    18.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.0     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     8.0     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2266.2  1992.5  1528.4   832.1   306.9   322.4     0.0
            V      91.7   129.2   158.0   186.8   205.1   204.6   214.7
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   107.5   132.9   159.3   186.8   205.1   204.6   214.7
            M    2017.3  1856.3  1459.1   832.1   313.7   329.3     0.0
Total     : M+   3924.6  3434.3  2610.5  1411.5   518.9   545.1     0.0
            V     112.0   169.6   218.4   267.3   297.6   296.7   313.4
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   127.8   173.3   219.7   267.3   297.6   296.7   313.4
            M    3675.8  3298.0  2541.2  1411.5   525.7   552.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.5             31.5
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     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     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     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     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(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    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     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    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   131.6   125.3   334.3   593.0   767.5   847.6   812.4
            V      99.8    95.0    95.2    86.3    72.8    56.8    43.3    30.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.8    95.0    95.2    86.3    72.8    59.3    46.3    34.5
            M       0.0   131.6   125.3   334.3   593.0   736.5   771.9   722.7
Total     : M+      0.0   307.2   292.5   791.1  1446.2  1904.2  2155.2  2178.2
            V     177.6   167.6   168.1   149.8   120.5    88.6    59.3    30.5
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   177.6   167.6   168.1   149.8   120.5    91.2    62.3    34.7
            M       0.0   307.2   292.5   791.1  1446.2  1873.3  2079.5  2088.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
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      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
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       7.0     5.2     3.4     1.6     0.6     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     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
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      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+    847.6   767.5   593.0   334.3   125.3   131.6     0.0
            V      43.3    56.8    72.8    86.3    95.2    95.0    99.8
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    46.3    59.3    72.8    86.3    95.2    95.0    99.8
            M     771.9   736.5   593.0   334.3   125.3   131.6     0.0
Total     : M+   2155.2  1904.2  1446.2   791.1   292.5   307.2     0.0
            V      59.3    88.6   120.5   149.8   168.1   167.6   177.6
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    62.3    91.2   120.5   149.8   168.1   167.6   177.6
            M    2079.5  1873.3  1446.2   791.1   292.5   307.2     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.013   0.036   0.067   0.089   0.102   0.106 
Precast-top   -0.040   0.026   0.024   0.340   0.761   1.031   1.204   1.281 
Bottom         0.435   1.702   1.639   1.403   1.000   0.740   0.576   0.505 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 
 
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 = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.054   0.144   0.257   0.334   0.370   0.359 
Precast-top   -0.020   0.044   0.041   0.248   0.519   0.694   0.799   0.829 
Bottom         0.217   0.738   0.712   0.415  -0.007  -0.284  -0.433  -0.439 
 

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
    313.4    6.5   49.2    0.506   2.1   6.00e-3 50.0    324.6     1.577    3.017      0.13
      0.0    0.4   49.0     41.9 0.181      21.5 0.87    12.00     0.101    1.379 
Transfer:   3.00
    296.7    6.5   49.2    2.285   9.5   2.19e-3 36.7    276.0     0.850    1.760      0.00
    552.0    1.8   48.3    189.0 0.170      44.2 1.82    12.00     0.101    1.458 
Critical:   4.69
    284.6    6.5   49.2    2.511   9.5   1.06e-3 32.7    241.8     0.643    1.320      0.00
    903.6    2.0   48.3    189.0 0.163      65.0 2.68    12.00     0.101    1.518 
0.1L    :   7.13
    267.3    6.5   49.2    2.836   9.5   0.91e-3 32.2    218.4     0.571    0.827      0.00
   1411.5    2.2   48.1    189.0 0.153      69.0 2.85    12.00     0.101    1.328 
0.2L    :  14.27
    219.7    6.5   47.4    3.906   9.5   1.20e-3 33.2    176.1     0.500    0.620      0.00
   2541.2    2.7   46.1    189.0 0.131      58.5 2.52    12.00     0.101    1.172 
0.3L    :  21.40
    173.3    6.5   48.6    3.906   9.5   2.36e-3 37.3    141.8     0.456    0.496      0.00
   3298.0    2.7   47.3    189.0 0.099      41.2 1.73    24.00     0.101    1.064 
0.4L    :  28.53
    127.8    6.5   49.2    3.906   0.0   2.79e-3 38.8    104.7     0.351    0.496      0.00
   3675.8    2.7   47.9    189.0 0.076      37.4 1.55    24.00     0.101    1.304 
0.5L    :  35.67
     83.3    6.5   49.2    3.906   0.0   2.42e-3 37.5     51.4     0.165    0.413      0.00
   3687.6    2.7   47.9    189.0 0.050      41.1 1.71    24.00     0.101    1.840 
0.6L    :  42.80
    127.8    6.5   49.2    3.906   0.0   2.79e-3 38.8    104.7     0.351    0.496      0.00
   3675.8    2.7   47.9    189.0 0.076      37.4 1.55    24.00     0.101    1.304 
0.7L    :  49.93
    173.3    6.5   48.6    3.906   9.5   2.36e-3 37.3    141.8     0.456    0.496      0.00
   3298.0    2.7   47.3    189.0 0.099      41.2 1.73    24.00     0.101    1.064 
0.8L    :  57.06
    219.7    6.5   47.4    3.906   9.5   1.20e-3 33.2    176.1     0.500    0.620      0.00
   2541.2    2.7   46.1    189.0 0.131      58.5 2.52    12.00     0.101    1.172 
0.9L    :  64.20
    267.3    6.5   49.2    2.836   9.5   0.91e-3 32.2    218.4     0.571    0.827      0.00
   1411.5    2.2   48.1    189.0 0.153      69.0 2.85    12.00     0.101    1.328 
Critical:  66.64
    284.6    6.5   49.2    2.511   9.5   1.06e-3 32.7    241.8     0.643    1.320      0.00
    903.6    2.0   48.3    189.0 0.163      65.0 2.68    12.00     0.101    1.518 
Transfer:  68.33
    296.7    6.5   49.2    2.285   9.5   2.19e-3 36.7    276.0     0.850    1.760      0.00
    552.0    1.8   48.3    189.0 0.170      44.2 1.82    12.00     0.101    1.458 
Bearing :  70.67
    313.4    6.5   49.2    0.506   2.1   6.00e-3 50.0    324.6     1.577    3.017      0.13
      0.0    0.4   49.0     41.9 0.181      21.5 0.87    12.00     0.101    1.379 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
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
    313.4      7.10     49.25    0.41       49.05    24.00      0.300      1.617      0.000      3.017 
Transfer:      2.33
    296.7      6.82     49.25    1.81       48.34    24.00      0.300      1.524      0.000      1.760 
Critical:      4.02
    284.7      6.56     49.25    1.99       48.25    24.00      0.300      1.435      0.000      1.320 
0.1L    :      6.47
    267.3      6.17     49.25    2.25       48.13    24.00      0.300      1.307      0.000      0.827 
0.2L    :     13.60
    219.7      5.30     47.44    2.74       46.07    24.00      0.300      1.017      0.000      0.620 
0.3L    :     20.73
    173.3      4.07     48.65    2.74       47.28    24.00      0.300      0.608      0.000      0.496 
0.4L    :     27.87
    127.8      2.97     49.25    2.74       47.88    24.00      0.300      0.239      0.000      0.496 
0.5L    :     35.00
     83.3      1.93     49.25    2.74       47.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    127.8      2.97     49.25    2.74       47.88    24.00      0.300      0.239      0.000      0.496 
0.7L    :     49.27
    173.3      4.07     48.65    2.74       47.28    24.00      0.300      0.608      0.000      0.496 
0.8L    :     56.40
    219.7      5.30     47.44    2.74       46.07    24.00      0.300      1.017      0.000      0.620 
0.9L    :     63.53
    267.3      6.17     49.25    2.25       48.13    24.00      0.300      1.307      0.000      0.827 
Critical:     65.98
    284.7      6.56     49.25    1.99       48.25    24.00      0.300      1.435      0.000      1.320 
Transfer:     67.67
    296.7      6.82     49.25    1.81       48.34    24.00      0.300      1.524      0.000      1.760 
Bearing :     70.00
    313.4      7.10     49.25    0.41       49.05    24.00      0.300      1.617      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
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          :       0.294            0.522            0.616
 
At 0.2 x L = 13.60 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
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          :       0.516            0.914            1.076
 
At 0.3 x L = 20.73 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
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          :       0.669            1.184            1.390
 
At 0.4 x L = 27.87 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
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          :       0.758            1.342            1.574
 
At 0.5 x L = 35.00 ft
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
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          :       0.789            1.395            1.636
 
At 0.6 x L = 42.13 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
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          :       0.758            1.342            1.574
 
At 0.7 x L = 49.27 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
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          :       0.669            1.184            1.390
 
At 0.8 x L = 56.40 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
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          :       0.516            0.914            1.076
 
At 0.9 x L = 63.53 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
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          :       0.294            0.522            0.616
 

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
   545.1    45.5  2.570  266.5    2.1   1.81   2546.8  0.069T 1.00       -       -     -     -  
H/2     :   2.22
   518.9    45.5  2.471  266.6    2.1   1.75   2450.2  0.072T 1.00       -       -     -     -  
0.1L    :   6.47
  1411.5    46.2  3.190  265.7    2.6   2.25   3186.1  0.055T 1.00       -       -     -     -  
0.2L    :  13.60
  2610.5    47.4  3.906  264.9    3.2   2.74   3971.8  0.045T 1.00    724.6   724.6    5.48    -  
0.3L    :  20.73
  3434.3    48.6  3.906  265.0    3.2   2.74   4077.7  0.045T 1.00    606.8   606.8    6.72    -  
0.4L    :  27.87
  3924.6    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    536.0   536.0    7.71    -  
0.5L    :  35.00
  4058.7    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    510.5   510.5    8.09    -  
0.6L    :  42.13
  3924.6    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    536.0   536.0    7.71    -  
0.7L    :  49.27
  3434.3    48.6  3.906  265.0    3.2   2.74   4077.7  0.045T 1.00    606.8   606.8    6.72    -  
0.8L    :  56.40
  2610.5    47.4  3.906  264.9    3.2   2.74   3971.8  0.045T 1.00    724.6   724.6    5.48    -  
0.9L    :  63.53
  1411.5    46.2  3.190  265.7    2.6   2.25   3186.1  0.055T 1.00       -       -     -     -  
H/2     :  67.78
   518.9    45.5  2.471  266.6    2.1   1.75   2450.2  0.072T 1.00       -       -     -     -  
Transfer:  67.67
   545.1    45.5  2.570  266.5    2.1   1.81   2546.8  0.069T 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     0.028
        M   2.00 Fb     0.195
 
  2   2 E  42.00 Ft     0.344
        M   4.00 Fb     0.152
 
  3   2 E   6.00 Ft     0.298
        M   6.00 Fb     0.408
 
  4   2 E   6.00 Ft     0.252
        M   6.00 Fb     0.664
 
  5   2 E   6.00 Ft     0.207
        M   6.00 Fb     0.920
 
  6   2 E   6.00 Ft     0.161
        M   6.00 Fb     1.176
 
  7   2 E   2.00 Ft     0.069
        M   2.00 Fb     1.470
 
  8   2 E   2.00 Ft    -0.022
        M   2.00 Fb     1.764
 
  9   2 E   2.00 Ft    -0.114
        M   2.00 Fb     2.058
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.03 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.058     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.114       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4130.59     4058.74     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.106     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.281     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.702    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.829     Midspan
    Pre.Bot:                                                             2.400   0.738    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
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          :       0.789            1.395            1.636
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.784   (Calculated)    
Live Moment (1  lane  loaded)  : 0.558   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.164   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.931   (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                  =        691.8 in2           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.3    712.1    711.3    712.1    712.1    712.1    712.1    712.1
  Yb      ,  in    20.66    20.37    20.38    20.35    20.31    20.28    20.26    20.26
  MI(Ixx) , in4   179685   182322   182186   182692   183375   184115   184507   184507
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1463.4   1478.1   1477.4   1478.1   1478.1   1478.1   1478.1   1478.1
  Yb      ,  in    35.68    35.40    35.41    35.39    35.37    35.36    35.35    35.35
  MI(Ixx) , in4   482836   494327   493745   495068   496390   497767   498476   498476

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 24.97 ft from member end )
END PATTERN (Ycg = 8.22 in):
     8 @  2.000 in     8 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 in     8 @  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      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.882 ft
Holddown Force        =  10.705 kips     Beam Shrtng (PL/AE)   =      0.201 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)       
-------------------------------------------------------------------------------------
      1284.740         740 950.708     12.692 51402.293   785.400     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     18.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.4167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6631     52.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.9134     60.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      60.9134     66.1631    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.1631     66.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      66.8301     68.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      68.8301     69.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      69.5801     70.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      70.7467     71.2051     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 71.3300       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 =  4.00 in
         P_init    =      765.7 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.595 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.97 ksi    0.00 ksi
    due to Composite Loads                                 -1.24 ksi    0.00 ksi
    due to Live Loads                                      -4.69 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                         9.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            11.72 ksi ( 5.98 %)
Total Prestress Losses                                    21.62 ksi (11.03 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.4 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   184.2   175.4   475.5   873.4  1138.6  1295.0  1329.5
            V     122.7   116.9   117.2   106.7    90.3    73.8    52.4    35.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.7   116.9   117.2   106.7    91.0    76.0    61.4    47.4
            M       0.0   188.2   179.2   475.5   833.8  1060.7  1152.7  1117.4
Total     : M+      0.0   359.8   342.5   932.3  1726.5  2275.3  2602.5  2695.2
            V     200.5   189.6   190.1   170.2   137.9   105.7    68.4    36.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.5   189.6   190.1   170.2   138.7   107.8    77.5    47.6
            M       0.0   363.8   346.4   932.3  1686.9  2197.4  2460.3  2483.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1295.0  1138.6   873.4   475.5   175.4   184.2     0.0
            V      52.4    73.8    90.3   106.7   117.2   116.9   122.7
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    61.4    76.0    91.0   106.7   117.2   116.9   122.7
            M    1152.7  1060.7   833.8   475.5   179.2   188.2     0.0
Total     : M+   2602.5  2275.3  1726.5   932.3   342.5   359.8     0.0
            V      68.4   105.7   137.9   170.2   190.1   189.6   200.5
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    77.5   107.8   138.7   170.2   190.1   189.6   200.5
            M    2460.3  2197.4  1686.9   932.3   346.4   363.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.2             25.2
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   147.4   140.3   380.4   698.7   910.9  1036.0  1063.6
            V      98.2    93.5    93.8    85.4    72.2    59.0    41.9    28.7
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    98.2    93.5    93.8    85.4    72.8    60.8    49.1    37.9
            M       0.0   150.5   143.4   380.4   667.0   848.6   922.2   893.9
Total     : M+      0.0   323.0   307.5   837.2  1551.8  2047.6  2343.6  2429.3
            V     176.0   166.2   166.7   148.8   119.9    90.9    58.0    29.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.0   166.2   166.7   148.8   120.5    92.6    65.2    38.2
            M       0.0   326.1   310.5   837.2  1520.1  1985.3  2229.8  2259.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1036.0   910.9   698.7   380.4   140.3   147.4     0.0
            V      41.9    59.0    72.2    85.4    93.8    93.5    98.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.1    60.8    72.8    85.4    93.8    93.5    98.2
            M     922.2   848.6   667.0   380.4   143.4   150.5     0.0
Total     : M+   2343.6  2047.6  1551.8   837.2   307.5   323.0     0.0
            V      58.0    90.9   119.9   148.8   166.7   166.2   176.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.2    92.6   120.5   148.8   166.7   166.2   176.0
            M    2229.8  1985.3  1520.1   837.2   310.5   326.1     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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    71.2    67.7   185.1   345.5   460.1   528.8   551.7
(Max)       V      31.5    29.4    29.5    25.7    19.3    12.9     6.4     0.0
Self wt.  : M       0.0    51.2    48.8   133.3   248.8   331.2   380.7   397.2
(Min)       V      22.7    21.2    21.3    18.5    13.9     9.3     4.6     0.0
DL-Prec.  : M       0.0    12.0    11.4    31.3    58.4    77.7    89.3    93.2
DC(Max)     V       5.3     5.0     5.0     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7     8.2    22.5    42.0    56.0    64.3    67.1
DC(Min)     V       3.8     3.6     3.6     3.1     2.3     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    90.2    85.9   234.7   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    37.4    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    65.0    61.8   169.0   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    27.0    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.7     2.0     4.3     6.5     8.7    10.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    27.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.1    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    20.0    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.7     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    18.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.0     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     8.0    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   322.4   306.9   832.1  1528.4  1992.5  2266.2  2326.6
            V     214.7   204.6   205.1   186.8   158.0   129.2    91.7    62.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   214.7   204.6   205.1   186.8   159.3   132.9   107.5    82.9
            M       0.0   329.3   313.7   832.1  1459.1  1856.3  2017.3  1955.4
Total     : M+      0.0   545.1   518.9  1411.5  2610.5  3434.3  3924.6  4058.7
            V     313.4   296.7   297.6   267.3   218.4   169.6   112.0    63.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   313.4   296.7   297.6   267.3   219.7   173.3   127.8    83.3
            M       0.0   552.0   525.7  1411.5  2541.2  3298.0  3675.8  3687.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     528.8   460.1   345.5   185.1    67.7    71.2     0.0
(Max)       V       6.4    12.9    19.3    25.7    29.5    29.4    31.5
Self wt.  : M     380.7   331.2   248.8   133.3    48.8    51.2     0.0
(Min)       V       4.6     9.3    13.9    18.5    21.3    21.2    22.7
DL-Prec.  : M      89.3    77.7    58.4    31.3    11.4    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     5.0     5.0     5.3
DL-Prec.  : M      64.3    56.0    42.0    22.5     8.2     8.7     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.6     3.6     3.8
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     670.6   583.4   438.1   234.7    85.9    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    37.4    37.3    40.0
Deck +    : M     482.8   420.0   315.4   169.0    61.8    65.0     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    27.0    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     217.2   189.0   141.9    76.0    27.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.1    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    20.0    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.7     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    18.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.0     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     8.0     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2266.2  1992.5  1528.4   832.1   306.9   322.4     0.0
            V      91.7   129.2   158.0   186.8   205.1   204.6   214.7
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   107.5   132.9   159.3   186.8   205.1   204.6   214.7
            M    2017.3  1856.3  1459.1   832.1   313.7   329.3     0.0
Total     : M+   3924.6  3434.3  2610.5  1411.5   518.9   545.1     0.0
            V     112.0   169.6   218.4   267.3   297.6   296.7   313.4
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   127.8   173.3   219.7   267.3   297.6   296.7   313.4
            M    3675.8  3298.0  2541.2  1411.5   525.7   552.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.5             31.5
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     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     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     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     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(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    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     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    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   131.6   125.3   334.3   593.0   767.5   847.6   812.4
            V      99.8    95.0    95.2    86.3    72.8    56.8    43.3    30.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.8    95.0    95.2    86.3    72.8    59.3    46.3    34.5
            M       0.0   131.6   125.3   334.3   593.0   736.5   771.9   722.7
Total     : M+      0.0   307.2   292.5   791.1  1446.2  1904.2  2155.2  2178.2
            V     177.6   167.6   168.1   149.8   120.5    88.6    59.3    30.5
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   177.6   167.6   168.1   149.8   120.5    91.2    62.3    34.7
            M       0.0   307.2   292.5   791.1  1446.2  1873.3  2079.5  2088.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
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      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
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       7.0     5.2     3.4     1.6     0.6     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     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
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      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+    847.6   767.5   593.0   334.3   125.3   131.6     0.0
            V      43.3    56.8    72.8    86.3    95.2    95.0    99.8
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    46.3    59.3    72.8    86.3    95.2    95.0    99.8
            M     771.9   736.5   593.0   334.3   125.3   131.6     0.0
Total     : M+   2155.2  1904.2  1446.2   791.1   292.5   307.2     0.0
            V      59.3    88.6   120.5   149.8   168.1   167.6   177.6
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    62.3    91.2   120.5   149.8   168.1   167.6   177.6
            M    2079.5  1873.3  1446.2   791.1   292.5   307.2     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.013   0.036   0.067   0.089   0.102   0.106 
Precast-top   -0.040   0.026   0.024   0.340   0.761   1.031   1.204   1.281 
Bottom         0.435   1.702   1.639   1.403   1.000   0.740   0.576   0.505 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 
 
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 = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.054   0.144   0.257   0.334   0.370   0.359 
Precast-top   -0.020   0.044   0.041   0.248   0.519   0.694   0.799   0.829 
Bottom         0.217   0.738   0.712   0.415  -0.007  -0.284  -0.433  -0.439 
 

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
    313.4    6.5   49.2    0.506   2.1   6.00e-3 50.0    324.6     1.577    3.017      0.13
      0.0    0.4   49.0     41.9 0.181      21.5 0.87    12.00     0.101    1.379 
Transfer:   3.00
    296.7    6.5   49.2    2.285   9.5   2.19e-3 36.7    276.0     0.850    1.760      0.00
    552.0    1.8   48.3    189.0 0.170      44.2 1.82    12.00     0.101    1.458 
Critical:   4.69
    284.6    6.5   49.2    2.511   9.5   1.06e-3 32.7    241.8     0.643    1.320      0.00
    903.6    2.0   48.3    189.0 0.163      65.0 2.68    12.00     0.101    1.518 
0.1L    :   7.13
    267.3    6.5   49.2    2.836   9.5   0.91e-3 32.2    218.4     0.571    0.827      0.00
   1411.5    2.2   48.1    189.0 0.153      69.0 2.85    12.00     0.101    1.328 
0.2L    :  14.27
    219.7    6.5   47.4    3.906   9.5   1.20e-3 33.2    176.1     0.500    0.620      0.00
   2541.2    2.7   46.1    189.0 0.131      58.5 2.52    12.00     0.101    1.172 
0.3L    :  21.40
    173.3    6.5   48.6    3.906   9.5   2.36e-3 37.3    141.8     0.456    0.496      0.00
   3298.0    2.7   47.3    189.0 0.099      41.2 1.73    24.00     0.101    1.064 
0.4L    :  28.53
    127.8    6.5   49.2    3.906   0.0   2.79e-3 38.8    104.7     0.351    0.496      0.00
   3675.8    2.7   47.9    189.0 0.076      37.4 1.55    24.00     0.101    1.304 
0.5L    :  35.67
     83.3    6.5   49.2    3.906   0.0   2.42e-3 37.5     51.4     0.165    0.413      0.00
   3687.6    2.7   47.9    189.0 0.050      41.1 1.71    24.00     0.101    1.840 
0.6L    :  42.80
    127.8    6.5   49.2    3.906   0.0   2.79e-3 38.8    104.7     0.351    0.496      0.00
   3675.8    2.7   47.9    189.0 0.076      37.4 1.55    24.00     0.101    1.304 
0.7L    :  49.93
    173.3    6.5   48.6    3.906   9.5   2.36e-3 37.3    141.8     0.456    0.496      0.00
   3298.0    2.7   47.3    189.0 0.099      41.2 1.73    24.00     0.101    1.064 
0.8L    :  57.06
    219.7    6.5   47.4    3.906   9.5   1.20e-3 33.2    176.1     0.500    0.620      0.00
   2541.2    2.7   46.1    189.0 0.131      58.5 2.52    12.00     0.101    1.172 
0.9L    :  64.20
    267.3    6.5   49.2    2.836   9.5   0.91e-3 32.2    218.4     0.571    0.827      0.00
   1411.5    2.2   48.1    189.0 0.153      69.0 2.85    12.00     0.101    1.328 
Critical:  66.64
    284.6    6.5   49.2    2.511   9.5   1.06e-3 32.7    241.8     0.643    1.320      0.00
    903.6    2.0   48.3    189.0 0.163      65.0 2.68    12.00     0.101    1.518 
Transfer:  68.33
    296.7    6.5   49.2    2.285   9.5   2.19e-3 36.7    276.0     0.850    1.760      0.00
    552.0    1.8   48.3    189.0 0.170      44.2 1.82    12.00     0.101    1.458 
Bearing :  70.67
    313.4    6.5   49.2    0.506   2.1   6.00e-3 50.0    324.6     1.577    3.017      0.13
      0.0    0.4   49.0     41.9 0.181      21.5 0.87    12.00     0.101    1.379 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
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
    313.4      7.10     49.25    0.41       49.05    24.00      0.300      1.617      0.000      3.017 
Transfer:      2.33
    296.7      6.82     49.25    1.81       48.34    24.00      0.300      1.524      0.000      1.760 
Critical:      4.02
    284.7      6.56     49.25    1.99       48.25    24.00      0.300      1.435      0.000      1.320 
0.1L    :      6.47
    267.3      6.17     49.25    2.25       48.13    24.00      0.300      1.307      0.000      0.827 
0.2L    :     13.60
    219.7      5.30     47.44    2.74       46.07    24.00      0.300      1.017      0.000      0.620 
0.3L    :     20.73
    173.3      4.07     48.65    2.74       47.28    24.00      0.300      0.608      0.000      0.496 
0.4L    :     27.87
    127.8      2.97     49.25    2.74       47.88    24.00      0.300      0.239      0.000      0.496 
0.5L    :     35.00
     83.3      1.93     49.25    2.74       47.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    127.8      2.97     49.25    2.74       47.88    24.00      0.300      0.239      0.000      0.496 
0.7L    :     49.27
    173.3      4.07     48.65    2.74       47.28    24.00      0.300      0.608      0.000      0.496 
0.8L    :     56.40
    219.7      5.30     47.44    2.74       46.07    24.00      0.300      1.017      0.000      0.620 
0.9L    :     63.53
    267.3      6.17     49.25    2.25       48.13    24.00      0.300      1.307      0.000      0.827 
Critical:     65.98
    284.7      6.56     49.25    1.99       48.25    24.00      0.300      1.435      0.000      1.320 
Transfer:     67.67
    296.7      6.82     49.25    1.81       48.34    24.00      0.300      1.524      0.000      1.760 
Bearing :     70.00
    313.4      7.10     49.25    0.41       49.05    24.00      0.300      1.617      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
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          :       0.294            0.522            0.616
 
At 0.2 x L = 13.60 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
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          :       0.516            0.914            1.076
 
At 0.3 x L = 20.73 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
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          :       0.669            1.184            1.390
 
At 0.4 x L = 27.87 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
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          :       0.758            1.342            1.574
 
At 0.5 x L = 35.00 ft
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
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          :       0.789            1.395            1.636
 
At 0.6 x L = 42.13 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
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          :       0.758            1.342            1.574
 
At 0.7 x L = 49.27 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
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          :       0.669            1.184            1.390
 
At 0.8 x L = 56.40 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
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          :       0.516            0.914            1.076
 
At 0.9 x L = 63.53 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
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          :       0.294            0.522            0.616
 

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
   545.1    45.5  2.570  266.5    2.1   1.81   2546.8  0.069T 1.00       -       -     -     -  
H/2     :   2.22
   518.9    45.5  2.471  266.6    2.1   1.75   2450.2  0.072T 1.00       -       -     -     -  
0.1L    :   6.47
  1411.5    46.2  3.190  265.7    2.6   2.25   3186.1  0.055T 1.00       -       -     -     -  
0.2L    :  13.60
  2610.5    47.4  3.906  264.9    3.2   2.74   3971.8  0.045T 1.00    724.6   724.6    5.48    -  
0.3L    :  20.73
  3434.3    48.6  3.906  265.0    3.2   2.74   4077.7  0.045T 1.00    606.8   606.8    6.72    -  
0.4L    :  27.87
  3924.6    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    536.0   536.0    7.71    -  
0.5L    :  35.00
  4058.7    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    510.5   510.5    8.09    -  
0.6L    :  42.13
  3924.6    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    536.0   536.0    7.71    -  
0.7L    :  49.27
  3434.3    48.6  3.906  265.0    3.2   2.74   4077.7  0.045T 1.00    606.8   606.8    6.72    -  
0.8L    :  56.40
  2610.5    47.4  3.906  264.9    3.2   2.74   3971.8  0.045T 1.00    724.6   724.6    5.48    -  
0.9L    :  63.53
  1411.5    46.2  3.190  265.7    2.6   2.25   3186.1  0.055T 1.00       -       -     -     -  
H/2     :  67.78
   518.9    45.5  2.471  266.6    2.1   1.75   2450.2  0.072T 1.00       -       -     -     -  
Transfer:  67.67
   545.1    45.5  2.570  266.5    2.1   1.81   2546.8  0.069T 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     0.028
        M   2.00 Fb     0.195
 
  2   2 E  42.00 Ft     0.344
        M   4.00 Fb     0.152
 
  3   2 E   6.00 Ft     0.298
        M   6.00 Fb     0.408
 
  4   2 E   6.00 Ft     0.252
        M   6.00 Fb     0.664
 
  5   2 E   6.00 Ft     0.207
        M   6.00 Fb     0.920
 
  6   2 E   6.00 Ft     0.161
        M   6.00 Fb     1.176
 
  7   2 E   2.00 Ft     0.069
        M   2.00 Fb     1.470
 
  8   2 E   2.00 Ft    -0.022
        M   2.00 Fb     1.764
 
  9   2 E   2.00 Ft    -0.114
        M   2.00 Fb     2.058
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.03 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.058     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.114       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4130.59     4058.74     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.106     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.281     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.702    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.829     Midspan
    Pre.Bot:                                                             2.400   0.738    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
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          :       0.789            1.395            1.636
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.087      0.00       0.087   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.784   (Calculated)    
Live Moment (1  lane  loaded)  : 0.558   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.164   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.931   (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                  =        691.8 in2           1459.2 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           479640 in4#
Ht. of c.g.           =        20.74 in             35.76 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1634.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.3    712.1    711.3    712.1    712.1    712.1    712.1    712.1
  Yb      ,  in    20.66    20.37    20.38    20.35    20.31    20.28    20.26    20.26
  MI(Ixx) , in4   179685   182322   182186   182692   183375   184115   184507   184507
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1463.4   1478.1   1477.4   1478.1   1478.1   1478.1   1478.1   1478.1
  Yb      ,  in    35.68    35.40    35.41    35.39    35.37    35.36    35.35    35.35
  MI(Ixx) , in4   482836   494327   493745   495068   496390   497767   498476   498476

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 24.97 ft from member end )
END PATTERN (Ycg = 8.22 in):
     8 @  2.000 in     8 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 in     8 @  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      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.882 ft
Holddown Force        =  10.705 kips     Beam Shrtng (PL/AE)   =      0.201 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)       
-------------------------------------------------------------------------------------
      1284.740         740 950.708     12.692 51402.293   785.400     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     18.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.4167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6631     52.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.9134     60.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      60.9134     66.1631    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.1631     66.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      66.8301     68.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      68.8301     69.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      69.5801     70.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      70.7467     71.2051     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 71.3300       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 =  4.00 in
         P_init    =      765.7 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.595 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.97 ksi    0.00 ksi
    due to Composite Loads                                 -1.24 ksi    0.00 ksi
    due to Live Loads                                      -4.69 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                         9.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            11.72 ksi ( 5.98 %)
Total Prestress Losses                                    21.62 ksi (11.03 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.4 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   184.2   175.4   475.5   873.4  1138.6  1295.0  1329.5
            V     122.7   116.9   117.2   106.7    90.3    73.8    52.4    35.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.7   116.9   117.2   106.7    91.0    76.0    61.4    47.4
            M       0.0   188.2   179.2   475.5   833.8  1060.7  1152.7  1117.4
Total     : M+      0.0   359.8   342.5   932.3  1726.5  2275.3  2602.5  2695.2
            V     200.5   189.6   190.1   170.2   137.9   105.7    68.4    36.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.5   189.6   190.1   170.2   138.7   107.8    77.5    47.6
            M       0.0   363.8   346.4   932.3  1686.9  2197.4  2460.3  2483.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1295.0  1138.6   873.4   475.5   175.4   184.2     0.0
            V      52.4    73.8    90.3   106.7   117.2   116.9   122.7
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    61.4    76.0    91.0   106.7   117.2   116.9   122.7
            M    1152.7  1060.7   833.8   475.5   179.2   188.2     0.0
Total     : M+   2602.5  2275.3  1726.5   932.3   342.5   359.8     0.0
            V      68.4   105.7   137.9   170.2   190.1   189.6   200.5
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    77.5   107.8   138.7   170.2   190.1   189.6   200.5
            M    2460.3  2197.4  1686.9   932.3   346.4   363.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.2             25.2
Deck+Haunch            32.0             32.0
Diaphragm               0.2              0.3
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     6.5     0.0
Diaphragm : M       0.0     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   147.4   140.3   380.4   698.7   910.9  1036.0  1063.6
            V      98.2    93.5    93.8    85.4    72.2    59.0    41.9    28.7
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    98.2    93.5    93.8    85.4    72.8    60.8    49.1    37.9
            M       0.0   150.5   143.4   380.4   667.0   848.6   922.2   893.9
Total     : M+      0.0   323.0   307.5   837.2  1551.8  2047.6  2343.6  2429.3
            V     176.0   166.2   166.7   148.8   119.9    90.9    58.0    29.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   176.0   166.2   166.7   148.8   120.5    92.6    65.2    38.2
            M       0.0   326.1   310.5   837.2  1520.1  1985.3  2229.8  2259.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
Diaphragm : M       7.0     5.2     3.4     1.6     0.6     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1036.0   910.9   698.7   380.4   140.3   147.4     0.0
            V      41.9    59.0    72.2    85.4    93.8    93.5    98.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.1    60.8    72.8    85.4    93.8    93.5    98.2
            M     922.2   848.6   667.0   380.4   143.4   150.5     0.0
Total     : M+   2343.6  2047.6  1551.8   837.2   307.5   323.0     0.0
            V      58.0    90.9   119.9   148.8   166.7   166.2   176.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.2    92.6   120.5   148.8   166.7   166.2   176.0
            M    2229.8  1985.3  1520.1   837.2   310.5   326.1     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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    71.2    67.7   185.1   345.5   460.1   528.8   551.7
(Max)       V      31.5    29.4    29.5    25.7    19.3    12.9     6.4     0.0
Self wt.  : M       0.0    51.2    48.8   133.3   248.8   331.2   380.7   397.2
(Min)       V      22.7    21.2    21.3    18.5    13.9     9.3     4.6     0.0
DL-Prec.  : M       0.0    12.0    11.4    31.3    58.4    77.7    89.3    93.2
DC(Max)     V       5.3     5.0     5.0     4.3     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     8.7     8.2    22.5    42.0    56.0    64.3    67.1
DC(Min)     V       3.8     3.6     3.6     3.1     2.3     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    90.2    85.9   234.7   438.1   583.4   670.6   699.6
Haunch (Max)V      40.0    37.3    37.4    32.6    24.4    16.3     8.1     0.0
Deck +    : M       0.0    65.0    61.8   169.0   315.4   420.0   482.8   503.7
Haunch (Min)V      28.8    26.9    27.0    23.5    17.6    11.7     5.9     0.0
Diaphragm : M       0.0     0.7     0.7     2.0     4.3     6.5     8.7    10.9
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.5     1.5     3.1     4.7     6.3     7.9
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    29.2    27.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.1    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    20.0    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.7     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    18.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.0     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     8.0    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   322.4   306.9   832.1  1528.4  1992.5  2266.2  2326.6
            V     214.7   204.6   205.1   186.8   158.0   129.2    91.7    62.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   214.7   204.6   205.1   186.8   159.3   132.9   107.5    82.9
            M       0.0   329.3   313.7   832.1  1459.1  1856.3  2017.3  1955.4
Total     : M+      0.0   545.1   518.9  1411.5  2610.5  3434.3  3924.6  4058.7
            V     313.4   296.7   297.6   267.3   218.4   169.6   112.0    63.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   313.4   296.7   297.6   267.3   219.7   173.3   127.8    83.3
            M       0.0   552.0   525.7  1411.5  2541.2  3298.0  3675.8  3687.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     528.8   460.1   345.5   185.1    67.7    71.2     0.0
(Max)       V       6.4    12.9    19.3    25.7    29.5    29.4    31.5
Self wt.  : M     380.7   331.2   248.8   133.3    48.8    51.2     0.0
(Min)       V       4.6     9.3    13.9    18.5    21.3    21.2    22.7
DL-Prec.  : M      89.3    77.7    58.4    31.3    11.4    12.0     0.0
DC(Max)     V       1.1     2.2     3.3     4.3     5.0     5.0     5.3
DL-Prec.  : M      64.3    56.0    42.0    22.5     8.2     8.7     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.6     3.6     3.8
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     670.6   583.4   438.1   234.7    85.9    90.2     0.0
Haunch (Max)V       8.1    16.3    24.4    32.6    37.4    37.3    40.0
Deck +    : M     482.8   420.0   315.4   169.0    61.8    65.0     0.0
Haunch (Min)V       5.9    11.7    17.6    23.5    27.0    26.9    28.8
Diaphragm : M       8.7     6.5     4.3     2.0     0.7     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       6.3     4.7     3.1     1.5     0.5     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     217.2   189.0   141.9    76.0    27.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.1    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    20.0    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.7     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    18.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.0     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     8.0     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2266.2  1992.5  1528.4   832.1   306.9   322.4     0.0
            V      91.7   129.2   158.0   186.8   205.1   204.6   214.7
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   107.5   132.9   159.3   186.8   205.1   204.6   214.7
            M    2017.3  1856.3  1459.1   832.1   313.7   329.3     0.0
Total     : M+   3924.6  3434.3  2610.5  1411.5   518.9   545.1     0.0
            V     112.0   169.6   218.4   267.3   297.6   296.7   313.4
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   127.8   173.3   219.7   267.3   297.6   296.7   313.4
            M    3675.8  3298.0  2541.2  1411.5   525.7   552.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.5             31.5
Deck+Haunch            40.0             40.0
Diaphragm               0.3              0.3
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     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     9.6     9.2    25.0    46.7    62.2    71.5    74.6
DC(Max)     V       4.3     4.0     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    72.2    68.7   187.8   350.5   466.7   536.5   559.7
Haunch (Max)V      32.0    29.8    30.0    26.1    19.6    13.0     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     0.6     0.6     1.6     3.4     5.2     7.0     8.7
(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    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     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    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   131.6   125.3   334.3   593.0   767.5   847.6   812.4
            V      99.8    95.0    95.2    86.3    72.8    56.8    43.3    30.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    99.8    95.0    95.2    86.3    72.8    59.3    46.3    34.5
            M       0.0   131.6   125.3   334.3   593.0   736.5   771.9   722.7
Total     : M+      0.0   307.2   292.5   791.1  1446.2  1904.2  2155.2  2178.2
            V     177.6   167.6   168.1   149.8   120.5    88.6    59.3    30.5
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   177.6   167.6   168.1   149.8   120.5    91.2    62.3    34.7
            M       0.0   307.2   292.5   791.1  1446.2  1873.3  2079.5  2088.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
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      71.5    62.2    46.7    25.0     9.2     9.6     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     4.0     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     536.5   466.7   350.5   187.8    68.7    72.2     0.0
Haunch (Max)V       6.5    13.0    19.6    26.1    30.0    29.8    32.0
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       7.0     5.2     3.4     1.6     0.6     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     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
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      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+    847.6   767.5   593.0   334.3   125.3   131.6     0.0
            V      43.3    56.8    72.8    86.3    95.2    95.0    99.8
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    46.3    59.3    72.8    86.3    95.2    95.0    99.8
            M     771.9   736.5   593.0   334.3   125.3   131.6     0.0
Total     : M+   2155.2  1904.2  1446.2   791.1   292.5   307.2     0.0
            V      59.3    88.6   120.5   149.8   168.1   167.6   177.6
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    62.3    91.2   120.5   149.8   168.1   167.6   177.6
            M    2079.5  1873.3  1446.2   791.1   292.5   307.2     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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.013   0.036   0.067   0.089   0.102   0.106 
Precast-top   -0.040   0.026   0.024   0.340   0.761   1.031   1.204   1.281 
Bottom         0.435   1.702   1.639   1.403   1.000   0.740   0.576   0.505 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 
 
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 = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.054   0.144   0.257   0.334   0.370   0.359 
Precast-top   -0.020   0.044   0.041   0.248   0.519   0.694   0.799   0.829 
Bottom         0.217   0.738   0.712   0.415  -0.007  -0.284  -0.433  -0.439 
 

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
    313.4    6.5   49.2    0.506   2.1   6.00e-3 50.0    324.6     1.577    3.017      0.13
      0.0    0.4   49.0     41.9 0.181      21.5 0.87    12.00     0.101    1.379 
Transfer:   3.00
    296.7    6.5   49.2    2.285   9.5   2.19e-3 36.7    276.0     0.850    1.760      0.00
    552.0    1.8   48.3    189.0 0.170      44.2 1.82    12.00     0.101    1.458 
Critical:   4.69
    284.6    6.5   49.2    2.511   9.5   1.06e-3 32.7    241.8     0.643    1.320      0.00
    903.6    2.0   48.3    189.0 0.163      65.0 2.68    12.00     0.101    1.518 
0.1L    :   7.13
    267.3    6.5   49.2    2.836   9.5   0.91e-3 32.2    218.4     0.571    0.827      0.00
   1411.5    2.2   48.1    189.0 0.153      69.0 2.85    12.00     0.101    1.328 
0.2L    :  14.27
    219.7    6.5   47.4    3.906   9.5   1.20e-3 33.2    176.1     0.500    0.620      0.00
   2541.2    2.7   46.1    189.0 0.131      58.5 2.52    12.00     0.101    1.172 
0.3L    :  21.40
    173.3    6.5   48.6    3.906   9.5   2.36e-3 37.3    141.8     0.456    0.496      0.00
   3298.0    2.7   47.3    189.0 0.099      41.2 1.73    24.00     0.101    1.064 
0.4L    :  28.53
    127.8    6.5   49.2    3.906   0.0   2.79e-3 38.8    104.7     0.351    0.496      0.00
   3675.8    2.7   47.9    189.0 0.076      37.4 1.55    24.00     0.101    1.304 
0.5L    :  35.67
     83.3    6.5   49.2    3.906   0.0   2.42e-3 37.5     51.4     0.165    0.413      0.00
   3687.6    2.7   47.9    189.0 0.050      41.1 1.71    24.00     0.101    1.840 
0.6L    :  42.80
    127.8    6.5   49.2    3.906   0.0   2.79e-3 38.8    104.7     0.351    0.496      0.00
   3675.8    2.7   47.9    189.0 0.076      37.4 1.55    24.00     0.101    1.304 
0.7L    :  49.93
    173.3    6.5   48.6    3.906   9.5   2.36e-3 37.3    141.8     0.456    0.496      0.00
   3298.0    2.7   47.3    189.0 0.099      41.2 1.73    24.00     0.101    1.064 
0.8L    :  57.06
    219.7    6.5   47.4    3.906   9.5   1.20e-3 33.2    176.1     0.500    0.620      0.00
   2541.2    2.7   46.1    189.0 0.131      58.5 2.52    12.00     0.101    1.172 
0.9L    :  64.20
    267.3    6.5   49.2    2.836   9.5   0.91e-3 32.2    218.4     0.571    0.827      0.00
   1411.5    2.2   48.1    189.0 0.153      69.0 2.85    12.00     0.101    1.328 
Critical:  66.64
    284.6    6.5   49.2    2.511   9.5   1.06e-3 32.7    241.8     0.643    1.320      0.00
    903.6    2.0   48.3    189.0 0.163      65.0 2.68    12.00     0.101    1.518 
Transfer:  68.33
    296.7    6.5   49.2    2.285   9.5   2.19e-3 36.7    276.0     0.850    1.760      0.00
    552.0    1.8   48.3    189.0 0.170      44.2 1.82    12.00     0.101    1.458 
Bearing :  70.67
    313.4    6.5   49.2    0.506   2.1   6.00e-3 50.0    324.6     1.577    3.017      0.13
      0.0    0.4   49.0     41.9 0.181      21.5 0.87    12.00     0.101    1.379 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
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
    313.4      7.10     49.25    0.41       49.05    24.00      0.300      1.617      0.000      3.017 
Transfer:      2.33
    296.7      6.82     49.25    1.81       48.34    24.00      0.300      1.524      0.000      1.760 
Critical:      4.02
    284.7      6.56     49.25    1.99       48.25    24.00      0.300      1.435      0.000      1.320 
0.1L    :      6.47
    267.3      6.17     49.25    2.25       48.13    24.00      0.300      1.307      0.000      0.827 
0.2L    :     13.60
    219.7      5.30     47.44    2.74       46.07    24.00      0.300      1.017      0.000      0.620 
0.3L    :     20.73
    173.3      4.07     48.65    2.74       47.28    24.00      0.300      0.608      0.000      0.496 
0.4L    :     27.87
    127.8      2.97     49.25    2.74       47.88    24.00      0.300      0.239      0.000      0.496 
0.5L    :     35.00
     83.3      1.93     49.25    2.74       47.88    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    127.8      2.97     49.25    2.74       47.88    24.00      0.300      0.239      0.000      0.496 
0.7L    :     49.27
    173.3      4.07     48.65    2.74       47.28    24.00      0.300      0.608      0.000      0.496 
0.8L    :     56.40
    219.7      5.30     47.44    2.74       46.07    24.00      0.300      1.017      0.000      0.620 
0.9L    :     63.53
    267.3      6.17     49.25    2.25       48.13    24.00      0.300      1.307      0.000      0.827 
Critical:     65.98
    284.7      6.56     49.25    1.99       48.25    24.00      0.300      1.435      0.000      1.320 
Transfer:     67.67
    296.7      6.82     49.25    1.81       48.34    24.00      0.300      1.524      0.000      1.760 
Bearing :     70.00
    313.4      7.10     49.25    0.41       49.05    24.00      0.300      1.617      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
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          :       0.294            0.522            0.616
 
At 0.2 x L = 13.60 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
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          :       0.516            0.914            1.076
 
At 0.3 x L = 20.73 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
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          :       0.669            1.184            1.390
 
At 0.4 x L = 27.87 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
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          :       0.758            1.342            1.574
 
At 0.5 x L = 35.00 ft
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
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          :       0.789            1.395            1.636
 
At 0.6 x L = 42.13 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
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          :       0.758            1.342            1.574
 
At 0.7 x L = 49.27 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
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          :       0.669            1.184            1.390
 
At 0.8 x L = 56.40 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
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          :       0.516            0.914            1.076
 
At 0.9 x L = 63.53 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
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          :       0.294            0.522            0.616
 

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
   545.1    45.5  2.570  266.5    2.1   1.81   2546.8  0.069T 1.00       -       -     -     -  
H/2     :   2.22
   518.9    45.5  2.471  266.6    2.1   1.75   2450.2  0.072T 1.00       -       -     -     -  
0.1L    :   6.47
  1411.5    46.2  3.190  265.7    2.6   2.25   3186.1  0.055T 1.00       -       -     -     -  
0.2L    :  13.60
  2610.5    47.4  3.906  264.9    3.2   2.74   3971.8  0.045T 1.00    724.6   724.6    5.48    -  
0.3L    :  20.73
  3434.3    48.6  3.906  265.0    3.2   2.74   4077.7  0.045T 1.00    606.8   606.8    6.72    -  
0.4L    :  27.87
  3924.6    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    536.0   536.0    7.71    -  
0.5L    :  35.00
  4058.7    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    510.5   510.5    8.09    -  
0.6L    :  42.13
  3924.6    49.2  3.906  265.0    3.2   2.74   4130.6  0.045T 1.00    536.0   536.0    7.71    -  
0.7L    :  49.27
  3434.3    48.6  3.906  265.0    3.2   2.74   4077.7  0.045T 1.00    606.8   606.8    6.72    -  
0.8L    :  56.40
  2610.5    47.4  3.906  264.9    3.2   2.74   3971.8  0.045T 1.00    724.6   724.6    5.48    -  
0.9L    :  63.53
  1411.5    46.2  3.190  265.7    2.6   2.25   3186.1  0.055T 1.00       -       -     -     -  
H/2     :  67.78
   518.9    45.5  2.471  266.6    2.1   1.75   2450.2  0.072T 1.00       -       -     -     -  
Transfer:  67.67
   545.1    45.5  2.570  266.5    2.1   1.81   2546.8  0.069T 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     0.028
        M   2.00 Fb     0.195
 
  2   2 E  42.00 Ft     0.344
        M   4.00 Fb     0.152
 
  3   2 E   6.00 Ft     0.298
        M   6.00 Fb     0.408
 
  4   2 E   6.00 Ft     0.252
        M   6.00 Fb     0.664
 
  5   2 E   6.00 Ft     0.207
        M   6.00 Fb     0.920
 
  6   2 E   6.00 Ft     0.161
        M   6.00 Fb     1.176
 
  7   2 E   2.00 Ft     0.069
        M   2.00 Fb     1.470
 
  8   2 E   2.00 Ft    -0.022
        M   2.00 Fb     1.764
 
  9   2 E   2.00 Ft    -0.114
        M   2.00 Fb     2.058
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.03 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.058     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.114       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4130.59     4058.74     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.106     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.281     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.702    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.829     Midspan
    Pre.Bot:                                                             2.400   0.738    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
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          :       0.789            1.395            1.636
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTC                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   70.00
     DC  Line       0.076      0.00       0.076   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.330 ft
Release length = 71.330 ft
Design  length = 70.000 ft
 
Kern points:
------------
Upper    =   33.21 in
Lower    =   10.08 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.767   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.925   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.019   (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                  =        691.8 in2           1367.7 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       178971 in4           461073 in4#
Ht. of c.g.           =        20.74 in             34.85 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        720.6 plf           1525.4 plf   
Mom. of Inertia (Iyy) =      36166.0 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     2.22     6.47    13.60    20.73    27.87    35.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    696.3    712.1    711.3    712.1    712.1    712.1    712.1    712.1
  Yb      ,  in    20.66    20.37    20.38    20.35    20.31    20.28    20.26    20.26
  MI(Ixx) , in4   179685   182322   182186   182692   183375   184115   184507   184507
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1371.9   1386.6   1385.8   1386.6   1386.6   1386.6   1386.6   1386.6
  Yb      ,  in    34.76    34.48    34.49    34.47    34.45    34.43    34.42    34.42
  MI(Ixx) , in4   464062   474810   474265   475527   476807   478141   478829   478829

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 24.97 ft from member end )
END PATTERN (Ycg = 8.22 in):
     8 @  2.000 in     8 @  6.000 in     2 @ 42.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  4.000 in
(B) Straight:
     8 @  2.000 in     8 @  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      =     11.853 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.816 ft
Holddown Force        =  10.705 kips     Beam Shrtng (PL/AE)   =      0.201 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)       
-------------------------------------------------------------------------------------
      1284.740         740 950.708     12.692 51402.293   785.400     451.514        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       2.75       0.1250      0.5833     No
      2      US#6[M19]       60.00        0.88       3.50       0.5833      1.7500    Yes
      2      US#6[M19]       60.00        0.88       4.50       1.7500      2.5000    Yes
      2      US#6[M19]       60.00        0.88       6.00       2.5000      4.5000    Yes
      2      US#6[M19]       60.00        0.88       8.00       4.5000      5.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       5.1670     10.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.4167     18.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.4167     29.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      29.6670     41.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      41.6631     52.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00      52.9134     60.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00      60.9134     66.1631    Yes
      2      US#6[M19]       60.00        0.88       8.00      66.1631     66.8301    Yes
      2      US#6[M19]       60.00        0.88       6.00      66.8301     68.8301    Yes
      2      US#6[M19]       60.00        0.88       4.50      68.8301     69.5801    Yes
      2      US#6[M19]       60.00        0.88       3.50      69.5801     70.7467    Yes
      2      US#6[M19]       60.00        0.88       2.75      70.7467     71.2051     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 71.3300       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 =  4.00 in
         P_init    =      765.7 kips  Ecc = 16.74 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.90 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.595 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.49 ksi    0.00 ksi
    due to Composite Loads                                 -1.25 ksi    0.00 ksi
    due to Live Loads                                      -4.84 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                         9.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.90 ksi  ( 5.05 %)            12.04 ksi ( 6.14 %)
Total Prestress Losses                                    21.94 ksi (11.19 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.1 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0     8.8     8.4    22.8    42.6    56.8    65.3    68.1
DC(Max)     V       3.9     3.6     3.6     3.2     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
Deck +    : M       0.0    63.6    60.5   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    26.4    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   188.0   178.9   485.1   891.1  1161.6  1321.2  1356.4
            V     107.4   102.4   102.6    93.5    79.0    64.6    45.9    31.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.4   102.4   102.6    93.5    79.7    66.5    53.8    41.5
            M       0.0   192.0   182.9   485.1   850.7  1082.2  1176.1  1140.0
Total     : M+      0.0   353.8   336.8   916.6  1696.6  2234.7  2555.1  2644.5
            V     180.9   171.0   171.5   153.4   124.0    94.6    60.9    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   180.9   171.0   171.5   153.4   124.7    96.5    68.8    41.6
            M       0.0   357.9   340.8   916.6  1656.2  2155.3  2410.0  2428.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      65.3    56.8    42.6    22.8     8.4     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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     472.5   411.1   308.7   165.4    60.5    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.4    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1321.2  1161.6   891.1   485.1   178.9   188.0     0.0
            V      45.9    64.6    79.0    93.5   102.6   102.4   107.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.8    66.5    79.7    93.5   102.6   102.4   107.4
            M    1176.1  1082.2   850.7   485.1   182.9   192.0     0.0
Total     : M+   2555.1  2234.7  1696.6   916.6   336.8   353.8     0.0
            V      60.9    94.6   124.0   153.4   171.5   171.0   180.9
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    68.8    96.5   124.7   153.4   171.5   171.0   180.9
            M    2410.0  2155.3  1656.2   916.6   340.8   357.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               25.2             25.2
Deck+Haunch            28.2             28.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.9              3.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           28.6             28.6
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     0.0
DL-Prec.  : M       0.0     8.8     8.4    22.8    42.6    56.8    65.3    68.1
DC(Max)     V       3.9     3.6     3.6     3.2     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
Deck +    : M       0.0    63.6    60.5   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    26.4    23.0    17.2    11.5     5.7     0.0
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
LL + I    : M+      0.0   150.4   143.2   388.1   712.8   929.3  1057.0  1085.1
            V      85.9    81.9    82.1    74.8    63.2    51.7    36.7    25.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.9    81.9    82.1    74.8    63.8    53.2    43.0    33.2
            M       0.0   153.6   146.3   388.1   680.5   865.8   940.9   912.0
Total     : M+      0.0   316.2   301.0   819.5  1518.4  2002.4  2290.9  2373.3
            V     159.4   150.5   150.9   134.7   108.2    81.7    51.8    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   159.4   150.5   150.9   134.7   108.7    83.2    58.1    33.3
            M       0.0   319.5   304.2   819.5  1486.1  1938.8  2174.8  2200.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
DL-Prec.  : M      65.3    56.8    42.6    22.8     8.4     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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     472.5   411.1   308.7   165.4    60.5    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.4    26.3    28.2
Diaphragm : M       3.5     2.6     1.7     0.8     0.3     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
DL-Comp   : M      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
LL + I    : M+   1057.0   929.3   712.8   388.1   143.2   150.4     0.0
            V      36.7    51.7    63.2    74.8    82.1    81.9    85.9
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    43.0    53.2    63.8    74.8    82.1    81.9    85.9
            M     940.9   865.8   680.5   388.1   146.3   153.6     0.0
Total     : M+   2290.9  2002.4  1518.4   819.5   301.0   316.2     0.0
            V      51.8    81.7   108.2   134.7   150.9   150.5   159.4
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    58.1    83.2   108.7   134.7   150.9   150.5   159.4
            M    2174.8  1938.8  1486.1   819.5   304.2   319.5     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    71.2    67.7   185.1   345.5   460.1   528.8   551.7
(Max)       V      31.5    29.4    29.5    25.7    19.3    12.9     6.4     0.0
Self wt.  : M       0.0    51.2    48.8   133.3   248.8   331.2   380.7   397.2
(Min)       V      22.7    21.2    21.3    18.5    13.9     9.3     4.6     0.0
DL-Prec.  : M       0.0    11.0    10.4    28.6    53.3    71.0    81.6    85.1
DC(Max)     V       4.9     4.5     4.6     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     7.9     7.5    20.6    38.4    51.1    58.7    61.3
DC(Min)     V       3.5     3.3     3.3     2.9     2.1     1.4     0.7     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    79.5    75.6   206.7   385.9   513.8   590.6   616.2
Haunch (Max)V      35.2    32.9    33.0    28.7    21.5    14.4     7.2     0.0
Deck +    : M       0.0    57.2    54.5   148.8   277.8   369.9   425.2   443.7
Haunch (Min)V      25.4    23.7    23.7    20.7    15.5    10.3     5.2     0.0
Diaphragm : M       0.0     0.4     0.3     1.0     2.1     3.2     4.4     5.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.7     1.5     2.3     3.1     3.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.2    27.8    76.0   141.9   189.0   217.2   226.6
DC(Max)     V      13.0    12.1    12.1    10.6     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    21.0    20.0    54.7   102.2   136.1   156.4   163.2
DC(Min)     V       9.3     8.7     8.7     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    19.4    18.4    50.3    94.0   125.1   143.8   150.1
DW(Max)     V       8.6     8.0     8.0     7.0     5.2     3.5     1.7     0.0
DL-Comp   : M       0.0     8.4     8.0    21.8    40.7    54.2    62.3    65.0
DW(Min)     V       3.7     3.5     3.5     3.0     2.3     1.5     0.8     0.0
LL + I    : M+      0.0   328.9   313.2   848.9  1559.3  2032.9  2312.1  2373.7
            V     188.0   179.2   179.6   163.5   138.3   113.1    80.3    55.0
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   188.0   179.2   179.6   163.5   139.5   116.4    94.1    72.6
            M       0.0   336.0   320.0   848.9  1488.7  1893.9  2058.2  1995.0
Total     : M+      0.0   539.5   513.6  1396.6  2582.0  3395.1  3878.5  4008.9
            V     281.3   266.2   267.0   239.6   195.4   151.2    99.4    55.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   281.3   266.2   267.0   239.6   196.6   154.5   113.2    72.8
            M       0.0   546.5   520.5  1396.6  2511.3  3256.1  3624.6  3630.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     528.8   460.1   345.5   185.1    67.7    71.2     0.0
(Max)       V       6.4    12.9    19.3    25.7    29.5    29.4    31.5
Self wt.  : M     380.7   331.2   248.8   133.3    48.8    51.2     0.0
(Min)       V       4.6     9.3    13.9    18.5    21.3    21.2    22.7
DL-Prec.  : M      81.6    71.0    53.3    28.6    10.4    11.0     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.6     4.5     4.9
DL-Prec.  : M      58.7    51.1    38.4    20.6     7.5     7.9     0.0
DC(Min)     V       0.7     1.4     2.1     2.9     3.3     3.3     3.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     590.6   513.8   385.9   206.7    75.6    79.5     0.0
Haunch (Max)V       7.2    14.4    21.5    28.7    33.0    32.9    35.2
Deck +    : M     425.2   369.9   277.8   148.8    54.5    57.2     0.0
Haunch (Min)V       5.2    10.3    15.5    20.7    23.7    23.7    25.4
Diaphragm : M       4.4     3.2     2.1     1.0     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     217.2   189.0   141.9    76.0    27.8    29.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.6    12.1    12.1    13.0
DL-Comp   : M     156.4   136.1   102.2    54.7    20.0    21.0     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.7     8.7     9.3
DL-Comp   : M     143.8   125.1    94.0    50.3    18.4    19.4     0.0
DW(Max)     V       1.7     3.5     5.2     7.0     8.0     8.0     8.6
DL-Comp   : M      62.3    54.2    40.7    21.8     8.0     8.4     0.0
DW(Min)     V       0.8     1.5     2.3     3.0     3.5     3.5     3.7
LL + I    : M+   2312.1  2032.9  1559.3   848.9   313.2   328.9     0.0
            V      80.3   113.1   138.3   163.5   179.6   179.2   188.0
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    94.1   116.4   139.5   163.5   179.6   179.2   188.0
            M    2058.2  1893.9  1488.7   848.9   320.0   336.0     0.0
Total     : M+   3878.5  3395.1  2582.0  1396.6   513.6   539.5     0.0
            V      99.4   151.2   195.4   239.6   267.0   266.2   281.3
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   113.2   154.5   196.6   239.6   267.0   266.2   281.3
            M    3624.6  3256.1  2511.3  1396.6   520.5   546.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.5             31.5
Deck+Haunch            35.2             35.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           42.9             42.9
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.22    6.47   13.60   20.73   27.87   35.00
Self wt.  : M       0.0    56.9    54.2   148.1   276.4   368.1   423.1   441.4
(Max)       V      25.2    23.5    23.6    20.6    15.4    10.3     5.1     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     8.8     8.4    22.8    42.6    56.8    65.3    68.1
DC(Max)     V       3.9     3.6     3.6     3.2     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
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    63.6    60.5   165.4   308.7   411.1   472.5   493.0
Haunch (Max)V      28.2    26.3    26.4    23.0    17.2    11.5     5.7     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     0.3     0.8     1.7     2.6     3.5     4.4
(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    23.4    22.3    60.8   113.5   151.2   173.8   181.3
DC(Max)     V      10.4     9.7     9.7     8.4     6.3     4.2     2.1     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    12.9    12.3    33.6    62.6    83.4    95.9   100.0
DW(Max)     V       5.7     5.3     5.4     4.7     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   188.8   179.9   479.6   850.9  1101.2  1216.1  1165.7
            V     109.3   103.9   104.2    94.5    79.7    62.1    47.4    33.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.3   103.9   104.2    94.5    79.7    64.9    50.6    37.7
            M       0.0   188.8   179.9   479.6   850.9  1056.8  1107.6  1036.9
Total     : M+      0.0   354.7   337.7   911.1  1656.5  2174.3  2450.1  2453.8
            V     182.7   172.5   173.0   154.4   124.7    92.2    62.4    33.2
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   182.7   172.5   173.0   154.4   124.7    95.0    65.7    37.9
            M       0.0   354.7   337.7   911.1  1656.5  2129.9  2341.5  2325.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.13   49.27   56.40   63.53   67.78   67.67   70.00
Self wt.  : M     423.1   368.1   276.4   148.1    54.2    56.9     0.0
(Max)       V       5.1    10.3    15.4    20.6    23.6    23.5    25.2
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      65.3    56.8    42.6    22.8     8.4     8.8     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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     472.5   411.1   308.7   165.4    60.5    63.6     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.4    26.3    28.2
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       3.5     2.6     1.7     0.8     0.3     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     173.8   151.2   113.5    60.8    22.3    23.4     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.7     9.7    10.4
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      95.9    83.4    62.6    33.6    12.3    12.9     0.0
DW(Max)     V       1.2     2.3     3.5     4.7     5.4     5.3     5.7
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+   1216.1  1101.2   850.9   479.6   179.9   188.8     0.0
            V      47.4    62.1    79.7    94.5   104.2   103.9   109.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.6    64.9    79.7    94.5   104.2   103.9   109.3
            M    1107.6  1056.8   850.9   479.6   179.9   188.8     0.0
Total     : M+   2450.1  2174.3  1656.5   911.1   337.7   354.7     0.0
            V      62.4    92.2   124.7   154.4   173.0   172.5   182.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.7    95.0   124.7   154.4   173.0   172.5   182.7
            M    2341.5  2129.9  1656.5   911.1   337.7   354.7     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.014   0.039   0.073   0.097   0.111   0.116 
Precast-top   -0.040   0.012   0.011   0.302   0.690   0.936   1.094   1.166 
Bottom         0.435   1.714   1.651   1.435   1.062   0.822   0.670   0.604 
 

 
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    7.13   14.27   21.40   28.53   35.67   24.97
 
Beam-Self
Precast-top    0.120   0.267   0.474   0.620   0.708   0.737   0.671 
Bottom        -0.099  -0.221  -0.390  -0.509  -0.580  -0.604  -0.550 
 
Prestress
Precast-top   -0.234  -0.302  -0.420  -0.536  -0.594  -0.594  -0.594 
Bottom         2.157   2.212   2.305   2.397   2.442   2.442   2.442 
 
Total
Precast-top   -0.114  -0.035   0.054   0.084   0.114   0.143   0.077 
Bottom         2.058   1.992   1.915   1.888   1.863   1.839   1.892 
 
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 = 11.03 %)
             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    2.22    6.47   13.60   20.73   27.87   35.00
 
Prestress
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
 
Self wt.
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
 
DL-Prec (DC)
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
 
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  -0.000  -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
 
Deck + Haunch
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
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
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 
 

 
 
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    2.22    6.47   13.60   20.73   27.87   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
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
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.086   0.082   0.218   0.389   0.503   0.558   0.539 
Precast-top   -0.020   0.056   0.053   0.278   0.571   0.760   0.869   0.892 
Bottom         0.217   0.693   0.669   0.301  -0.207  -0.541  -0.714  -0.704 
 

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
    281.3    6.5   49.2    0.508   2.1   6.00e-3 50.0    288.9     1.405    3.017      0.00
      0.0    0.5   49.0     41.9 0.162      21.5 0.87    12.00     0.101    1.536 
Transfer:   3.00
    266.2    6.5   49.2    2.290   9.5   1.23e-3 33.3    225.8     0.616    1.760      0.00
    546.5    2.1   48.2    189.0 0.152      60.5 2.49    12.00     0.101    1.621 
Critical:   4.67
    255.4    6.5   49.2    2.515   9.5   0.23e-3 29.8    174.9     0.416    1.320      0.00
    892.1    2.3   48.1    189.0 0.146      99.3 4.10    12.00     0.101    1.687 
0.1L    :   7.13
    239.6    6.5   49.2    2.842   9.5   0.52e-3 30.8    173.4     0.432    0.827      0.00
   1396.6    2.6   48.0    189.0 0.137      83.3 3.45    12.00     0.101    1.596 
0.2L    :  14.27
    196.6    6.5   47.4    3.906   9.5   0.95e-3 32.3    144.1     0.397    0.620      0.00
   2511.3    3.1   45.9    189.0 0.117      64.8 2.80    24.00     0.101    1.370 
0.3L    :  21.40
    154.5    6.5   48.6    3.906   9.5   2.12e-3 36.4    118.3     0.371    0.496      0.00
   3256.1    3.1   47.1    189.0 0.088      43.9 1.85    24.00     0.101    1.233 
0.4L    :  28.53
    113.2    6.5   49.2    3.906   0.0   2.58e-3 38.0     86.5     0.284    0.496      0.00
   3624.6    3.1   47.7    189.0 0.068      39.3 1.64    24.00     0.101    1.514 
0.5L    :  35.67
     72.8    6.5   49.2    3.906   0.0   2.23e-3 36.8     37.7     0.118    0.413      0.00
   3630.2    3.1   47.7    189.0 0.043      43.1 1.80    24.00     0.101    2.163 
0.6L    :  42.80
    113.2    6.5   49.2    3.906   0.0   2.58e-3 38.0     86.5     0.284    0.496      0.00
   3624.6    3.1   47.7    189.0 0.068      39.3 1.64    24.00     0.101    1.514 
0.7L    :  49.93
    154.5    6.5   48.6    3.906   9.5   2.12e-3 36.4    118.3     0.371    0.496      0.00
   3256.1    3.1   47.1    189.0 0.088      43.9 1.85    24.00     0.101    1.233 
0.8L    :  57.06
    196.6    6.5   47.4    3.906   9.5   0.95e-3 32.3    144.1     0.397    0.620      0.00
   2511.3    3.1   45.9    189.0 0.117      64.8 2.80    24.00     0.101    1.370 
0.9L    :  64.20
    239.6    6.5   49.2    2.842   9.5   0.52e-3 30.8    173.4     0.432    0.827      0.00
   1396.6    2.6   48.0    189.0 0.137      83.3 3.45    12.00     0.101    1.596 
Critical:  66.66
    255.4    6.5   49.2    2.515   9.5   0.23e-3 29.8    174.9     0.416    1.320      0.00
    892.1    2.3   48.1    189.0 0.146      99.3 4.10    12.00     0.101    1.687 
Transfer:  68.33
    266.2    6.5   49.2    2.290   9.5   1.23e-3 33.3    225.8     0.616    1.760      0.00
    546.5    2.1   48.2    189.0 0.152      60.5 2.49    12.00     0.101    1.621 
Bearing :  70.67
    281.3    6.5   49.2    0.508   2.1   6.00e-3 50.0    288.9     1.405    3.017      0.00
      0.0    0.5   49.0     41.9 0.162      21.5 0.87    12.00     0.101    1.536 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
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
    281.3      6.38     49.25    0.46       49.02    24.00      0.300      1.375      0.000      3.017 
Transfer:      2.33
    266.2      6.14     49.25    2.07       48.22    24.00      0.300      1.295      0.000      1.760 
Critical:      4.01
    255.5      5.90     49.25    2.27       48.12    24.00      0.300      1.216      0.000      1.320 
0.1L    :      6.47
    239.6      5.55     49.25    2.56       47.97    24.00      0.300      1.100      0.000      0.827 
0.2L    :     13.60
    196.6      4.76     47.44    3.11       45.88    24.00      0.300      0.837      0.000      0.620 
0.3L    :     20.73
    154.5      3.65     48.65    3.11       47.09    24.00      0.300      0.465      0.000      0.496 
0.4L    :     27.87
    113.2      2.64     49.25    3.12       47.69    24.00      0.300      0.129      0.000      0.496 
0.5L    :     35.00
     72.8      1.70     49.25    3.12       47.69    24.00      0.300      0.000      0.000      0.413 
0.6L    :     42.13
    113.2      2.64     49.25    3.12       47.69    24.00      0.300      0.129      0.000      0.496 
0.7L    :     49.27
    154.5      3.65     48.65    3.11       47.09    24.00      0.300      0.465      0.000      0.496 
0.8L    :     56.40
    196.6      4.76     47.44    3.11       45.88    24.00      0.300      0.837      0.000      0.620 
0.9L    :     63.53
    239.6      5.55     49.25    2.56       47.97    24.00      0.300      1.100      0.000      0.827 
Critical:     65.99
    255.5      5.90     49.25    2.27       48.12    24.00      0.300      1.216      0.000      1.320 
Transfer:     67.67
    266.2      6.14     49.25    2.07       48.22    24.00      0.300      1.295      0.000      1.760 
Bearing :     70.00
    281.3      6.38     49.25    0.46       49.02    24.00      0.300      1.375      0.000      3.017 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.47 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
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          :       0.294            0.522            0.616
 
At 0.2 x L = 13.60 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
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          :       0.516            0.914            1.076
 
At 0.3 x L = 20.73 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
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          :       0.669            1.184            1.390
 
At 0.4 x L = 27.87 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
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          :       0.758            1.342            1.574
 
At 0.5 x L = 35.00 ft
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
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          :       0.789            1.395            1.636
 
At 0.6 x L = 42.13 ft
Prestress      :       1.230  1.80      2.214  2.20      2.707
Self Wt.       :      -0.472  1.85     -0.873  2.40     -1.132
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          :       0.758            1.342            1.574
 
At 0.7 x L = 49.27 ft
Prestress      :       1.072  1.80      1.930  2.20      2.359
Self Wt.       :      -0.404  1.85     -0.747  2.40     -0.969
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          :       0.669            1.184            1.390
 
At 0.8 x L = 56.40 ft
Prestress      :       0.812  1.80      1.462  2.20      1.786
Self Wt.       :      -0.296  1.85     -0.548  2.40     -0.710
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          :       0.516            0.914            1.076
 
At 0.9 x L = 63.53 ft
Prestress      :       0.451  1.80      0.813  2.20      0.993
Self Wt.       :      -0.157  1.85     -0.291  2.40     -0.377
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          :       0.294            0.522            0.616
 

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
   539.5    45.5  2.577  266.0    2.4   2.07   2541.4  0.060T 1.00       -       -     -     -  
H/2     :   2.22
   513.6    45.5  2.477  266.1    2.3   1.99   2445.4  0.063T 1.00       -       -     -     -  
0.1L    :   6.47
  1396.6    46.2  3.197  265.1    3.0   2.56   3175.1  0.048T 1.00       -       -     -     -  
0.2L    :  13.60
  2582.0    47.4  3.906  264.2    3.7   3.11   3945.4  0.039T 1.00    749.3   749.3    5.27    -  
0.3L    :  20.73
  3395.1    48.6  3.906  264.3    3.7   3.11   4051.2  0.039T 1.00    644.5   644.5    6.29    -  
0.4L    :  27.87
  3878.5    49.2  3.906  264.4    3.7   3.12   4104.1  0.039T 1.00    581.6   581.6    7.06    -  
0.5L    :  35.00
  4008.9    49.2  3.906  264.4    3.7   3.12   4104.1  0.039T 1.00    559.2   559.2    7.34    -  
0.6L    :  42.13
  3878.5    49.2  3.906  264.4    3.7   3.12   4104.1  0.039T 1.00    581.6   581.6    7.06    -  
0.7L    :  49.27
  3395.1    48.6  3.906  264.3    3.7   3.11   4051.2  0.039T 1.00    644.5   644.5    6.29    -  
0.8L    :  56.40
  2582.0    47.4  3.906  264.2    3.7   3.11   3945.4  0.039T 1.00    749.3   749.3    5.27    -  
0.9L    :  63.53
  1396.6    46.2  3.197  265.1    3.0   2.56   3175.1  0.048T 1.00       -       -     -     -  
H/2     :  67.78
   513.6    45.5  2.477  266.1    2.3   1.99   2445.4  0.063T 1.00       -       -     -     -  
Transfer:  67.67
   539.5    45.5  2.577  266.0    2.4   2.07   2541.4  0.060T 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     0.028
        M   2.00 Fb     0.195
 
  2   2 E  42.00 Ft     0.344
        M   4.00 Fb     0.152
 
  3   2 E   6.00 Ft     0.298
        M   6.00 Fb     0.408
 
  4   2 E   6.00 Ft     0.252
        M   6.00 Fb     0.664
 
  5   2 E   6.00 Ft     0.207
        M   6.00 Fb     0.920
 
  6   2 E   6.00 Ft     0.161
        M   6.00 Fb     1.176
 
  7   2 E   2.00 Ft     0.069
        M   2.00 Fb     1.470
 
  8   2 E   2.00 Ft    -0.022
        M   2.00 Fb     1.764
 
  9   2 E   2.00 Ft    -0.114
        M   2.00 Fb     2.058
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTC         
Precast Length, ft: 71.33            Release Length, ft: 71.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   2           No. of strands, Straight:  16
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.05 %               Final losses: 11.19 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.058     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.114       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  4104.12     4008.88     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.116     Midspan
    Pre.Top:   3.600  -0.000     Bearing    2.700   1.166     Midspan
    Pre.Bot:   3.600  -0.000     Bearing    2.700   1.714    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.000     Bearing
    Pre.Bot:  -0.465  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.892     Midspan
    Pre.Bot:                                                             2.400   0.693    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.284  1.80      2.311  2.20      2.825
Self Wt.       :      -0.495  1.85     -0.916  2.40     -1.189
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          :       0.789            1.395            1.636
 
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

