 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE100 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 100 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are at 0.35*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 4.5 feet and 11 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_881d.tmp\BTE100-0_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 =   4982053.00
 
SPAN DATA
---------
Precast length    , ft =    101.333
Bearing-to-bearing, ft =    100.000
Release span      , ft =    101.333
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     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  100.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  100.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  100.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  100.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  100.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  100.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   50.000
   1    2        0.500   50.000
   1    3        0.500   50.000
   1    4        0.500   50.000
   1    5        0.250   50.000
 
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  100.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  100.00   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    0.058     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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.47 ft from member end )
 
END PATTERN (Ycg = 12.31 in):
 
  12 @  2.000 in 10 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 10 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   6.6250   7.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1667  10.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1667  18.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  18.1667  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1667  83.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  83.1667  91.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1667  94.1667 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.1667  94.7083 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.7083 100.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.2083 100.7083 No        
       2 US#6[M19]  60.0  0.88    6.00 100.7083 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.47 ft from member end )
 
END PATTERN (Ycg = 12.31 in):
 
  12 @  2.000 in 10 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 10 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   6.6250   7.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1667  10.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1667  18.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  18.1667  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1667  83.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  83.1667  91.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1667  94.1667 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.1667  94.7083 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.7083 100.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.2083 100.7083 No        
       2 US#6[M19]  60.0  0.88    6.00 100.7083 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2080 101.3333 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 101.3300       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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.47 ft from member end )
 
END PATTERN (Ycg = 12.31 in):
 
  12 @  2.000 in 10 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 10 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   6.6250   7.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1667  10.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1667  18.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  18.1667  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1667  83.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  83.1667  91.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1667  94.1667 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.1667  94.7083 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.7083 100.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.2083 100.7083 No        
       2 US#6[M19]  60.0  0.88    6.00 100.7083 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.47 ft from member end )
 
END PATTERN (Ycg = 12.31 in):
 
  12 @  2.000 in 10 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 10 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   6.6250   7.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1667  10.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1667  18.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  18.1667  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1667  83.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  83.1667  91.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1667  94.1667 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.1667  94.7083 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.7083 100.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.2083 100.7083 No        
       2 US#6[M19]  60.0  0.88    6.00 100.7083 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       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:
 26 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 35.47 ft from member end )
 
END PATTERN (Ycg = 12.31 in):
 
  12 @  2.000 in 10 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 10 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   1.1250   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   6.6250   7.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1667  10.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  10.1667  18.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  18.1667  28.1667 Yes       
       2 US#5[M16]  60.0  0.62   18.00  28.1667  73.1667 Yes       
       2 US#5[M16]  60.0  0.62   15.00  73.1667  83.1667 Yes       
       2 US#5[M16]  60.0  0.62   12.00  83.1667  91.1667 Yes       
       2 US#5[M16]  60.0  0.62    9.00  91.1667  94.1667 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.1667  94.7083 Yes       
       2 US#6[M19]  60.0  0.88    6.00  94.7083 100.2083 Yes       
       2 US#6[M19]  60.0  0.88    6.00 100.2083 100.7083 No        
       2 US#6[M19]  60.0  0.88    6.00 100.7083 101.2083 Yes       
       2 US#6[M19]  60.0  0.88    1.50 101.2083 101.3333 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 101.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.052      0.00       0.052  100.00
     DC  Line       0.076      0.00       0.076  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.748   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.902   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.993   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.9    836.8    836.8    836.8    836.8    836.8    836.8    836.8
  Yb      ,  in    28.62    28.15    28.14    28.09    28.00    27.91    27.87    27.87
  MI(Ixx) , in4   424575   431146   431297   432918   435728   438880   440586   440586
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1489.3   1510.6   1510.6   1510.6   1510.6   1510.6   1510.6   1510.6
  Yb      ,  in    46.17    45.68    45.68    45.65    45.60    45.56    45.54    45.54
  MI(Ixx) , in4   979694  1005001  1005289  1008311  1013291  1018595  1021370  1021370

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:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.47 ft from member end )
END PATTERN (Ycg = 12.31 in):
    12 @  2.000 in    10 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.945 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.932 ft
Holddown Force        =  22.196 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2637.111         740 1951.462     21.043 85225.719  1341.084     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       6.6250      7.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1667     10.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1667     18.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1667     83.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      83.1667     91.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1667     94.1667    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.1667     94.7083    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.7083    100.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.2083    100.7083     No
      2      US#6[M19]       60.00        0.88       6.00     100.7083    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.69 in
         P_init    =     1105.9 kips  Ecc = 25.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.95 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.68 ksi    0.00 ksi
    due to Composite Loads                                 -1.65 ksi    0.00 ksi
    due to Live Loads                                      -5.19 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                        11.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.95 ksi  ( 6.10 %)            12.30 ksi ( 6.27 %)
Total Prestress Losses                                    24.25 ksi (12.37 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    18.6    23.5    69.9   128.6   170.5   195.6   204.0
DC(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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
Deck +    : M       0.0    91.7   115.9   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    37.9    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   215.1   271.8   804.5  1464.6  1916.8  2185.7  2257.4
            V     118.0   114.2   113.1   102.5    86.5    70.6    48.5     9.7
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   118.0   114.2   113.1   102.5    87.6    73.3    59.6    46.6
            M      -0.0   222.0   279.8   804.5  1382.3  1754.9  1914.9  1877.8
Total     : M+      0.0   473.9   598.9  1777.7  3254.3  4290.2  4909.7  5099.1
            V     231.6   222.4   220.0   194.6   155.6   116.7    71.6     9.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   231.6   222.4   220.0   194.6   156.6   119.4    82.7    46.7
            M      -0.0   480.8   606.9  1777.7  3172.0  4128.3  4638.9  4719.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     195.6   170.5   128.6    69.9    23.5    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   115.9    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    37.9    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2185.7  1916.8  1464.6   804.5   271.8   215.1     0.0
            V      48.5    70.6    86.5   102.5   113.1   114.2   118.0
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    59.6    73.3    87.6   102.5   113.1   114.2   118.0
            M    1914.9  1754.9  1382.3   804.5   279.8   222.0     0.0
Total     : M+   4909.7  4290.2  3254.3  1777.7   598.9   473.9     0.0
            V      71.6   116.7   155.6   194.6   220.0   222.4   231.6
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    82.7   119.4   156.6   194.6   220.0   222.4   231.6
            M    4638.9  4128.3  3172.0  1777.7   606.9   480.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            40.2             40.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.2              8.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    18.6    23.5    69.9   128.6   170.5   195.6   204.0
DC(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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
Deck +    : M       0.0    91.7   115.9   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    37.9    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   172.1   217.4   643.6  1171.7  1533.5  1748.6  1805.9
            V      94.4    91.4    90.5    82.0    69.2    56.5    38.8     7.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.4    91.4    90.5    82.0    70.0    58.6    47.7    37.3
            M      -0.0   177.6   223.8   643.6  1105.8  1404.0  1531.9  1502.2
Total     : M+      0.0   430.9   544.5  1616.8  2961.4  3906.8  4472.6  4647.6
            V     208.0   199.6   197.3   174.1   138.3   102.6    61.9     7.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   208.0   199.6   197.3   174.1   139.1   104.7    70.8    37.4
            M      -0.0   436.4   550.9  1616.8  2895.6  3777.3  4255.9  4343.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     195.6   170.5   128.6    69.9    23.5    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   115.9    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    37.9    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1748.6  1533.5  1171.7   643.6   217.4   172.1     0.0
            V      38.8    56.5    69.2    82.0    90.5    91.4    94.4
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    47.7    58.6    70.0    82.0    90.5    91.4    94.4
            M    1531.9  1404.0  1105.8   643.6   223.8   177.6     0.0
Total     : M+   4472.6  3906.8  2961.4  1616.8   544.5   430.9     0.0
            V      61.9   102.6   138.3   174.1   197.3   199.6   208.0
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    70.8   104.7   139.1   174.1   197.3   199.6   208.0
            M    4255.9  3777.3  2895.6  1616.8   550.9   436.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   119.8   151.4   450.5   828.3  1098.2  1260.2  1314.1
(Max)       V      52.6    50.1    49.4    42.6    32.0    21.3    10.7     0.0
Self wt.  : M       0.0    86.2   109.0   324.4   596.4   790.7   907.3   946.2
(Min)       V      37.8    36.1    35.6    30.7    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    23.2    29.4    87.4   160.7   213.1   244.5   255.0
DC(Max)     V      10.2     9.7     9.6     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0    16.7    21.2    62.9   115.7   153.4   176.0   183.6
DC(Min)     V       7.3     7.0     6.9     6.0     4.5     3.0     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   114.6   144.9   431.1   792.7  1050.9  1205.9  1257.5
Haunch (Max)V      50.3    48.0    47.3    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0    82.5   104.3   310.4   570.7   756.7   868.2   905.4
Haunch (Min)V      36.2    34.5    34.1    29.4    22.0    14.7     7.3     0.0
Diaphragm : M       0.0     0.4     0.5     1.5     3.1     4.6     6.2     7.8
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.2    53.3   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.4    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    38.4   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.5    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    35.3   105.0   193.0   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.5     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    15.3    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   376.5   475.7  1407.8  2563.0  3354.4  3825.0  3950.5
            V     206.5   199.8   198.0   179.4   151.4   123.5    84.9    17.0
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   206.5   199.8   198.0   179.4   153.2   128.2   104.4    81.6
            M      -0.0   388.5   489.6  1407.8  2419.0  3071.1  3351.1  3286.1
Total     : M+      0.0   704.6   890.4  2641.9  4832.3  6363.8  7279.0  7553.6
            V     350.5   337.1   333.4   296.1   239.0   182.0   114.2    17.2
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   350.5   337.1   333.4   296.1   240.8   186.7   133.7    81.7
            M      -0.0   716.6   904.4  2641.9  4688.3  6080.5  6805.0  6889.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1260.2  1098.2   828.3   450.5   151.4   119.8     0.0
(Max)       V      10.7    21.3    32.0    42.6    49.4    50.1    52.6
Self wt.  : M     907.3   790.7   596.4   324.4   109.0    86.2     0.0
(Min)       V       7.7    15.3    23.0    30.7    35.6    36.1    37.8
DL-Prec.  : M     244.5   213.1   160.7    87.4    29.4    23.2     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.6     9.7    10.2
DL-Prec.  : M     176.0   153.4   115.7    62.9    21.2    16.7     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.9     7.0     7.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1205.9  1050.9   792.7   431.1   144.9   114.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    47.3    48.0    50.3
Deck +    : M     868.2   756.7   570.7   310.4   104.3    82.5     0.0
Haunch (Min)V       7.3    14.7    22.0    29.4    34.1    34.5    36.2
Diaphragm : M       6.2     4.6     3.1     1.5     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.5     3.3     2.2     1.1     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     443.5   386.5   291.5   158.6    53.3    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.4    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    38.4    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.5    12.7    13.3
DL-Comp   : M     293.7   255.9   193.0   105.0    35.3    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.5    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    15.3    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3825.0  3354.4  2563.0  1407.8   475.7   376.5     0.0
            V      84.9   123.5   151.4   179.4   198.0   199.8   206.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.4   128.2   153.2   179.4   198.0   199.8   206.5
            M    3351.1  3071.1  2419.0  1407.8   489.6   388.5     0.0
Total     : M+   7279.0  6363.8  4832.3  2641.8   890.4   704.6     0.0
            V     114.2   182.0   239.0   296.1   333.4   337.1   350.5
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   133.7   186.7   240.8   296.1   333.4   337.1   350.5
            M    6805.0  6080.5  4688.3  2641.8   904.4   716.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.2
DL-Prec.(DC)           10.2             10.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    18.6    23.5    69.9   128.6   170.5   195.6   204.0
DC(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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    91.7   115.9   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    37.9    32.6    24.5    16.3     8.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.5     3.7     5.0     6.2
(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    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     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    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   213.2   269.1   787.7  1403.7  1830.0  2050.0  2035.2
            V     117.7   114.1   113.2   103.3    88.9    67.8    53.4    24.9
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   117.7   114.1   113.2   103.3    88.9    74.5    60.1    45.7
            M       0.0   213.2   269.1   787.7  1403.7  1784.7  1930.8  1841.9
Total     : M+      0.0   472.0   596.2  1761.0  3193.4  4203.3  4774.0  4876.9
            V     231.2   222.4   220.0   195.4   158.0   113.9    76.5    25.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   231.2   222.4   220.0   195.4   158.0   120.6    83.2    45.9
            M       0.0   472.0   596.2  1761.0  3193.4  4158.0  4654.8  4683.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
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     195.6   170.5   128.6    69.9    23.5    18.6     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   115.9    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    37.9    38.4    40.2
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       5.0     3.7     2.5     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
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     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   2050.0  1830.0  1403.7   787.7   269.1   213.2     0.0
            V      53.4    67.8    88.9   103.3   113.2   114.1   117.7
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    60.1    74.5    88.9   103.3   113.2   114.1   117.7
            M    1930.8  1784.7  1403.7   787.7   269.1   213.2     0.0
Total     : M+   4774.0  4203.3  3193.4  1761.0   596.2   472.0     0.0
            V      76.5   113.9   158.0   195.4   220.0   222.4   231.2
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    83.2   120.6   158.0   195.4   220.0   222.4   231.2
            M    4654.8  4158.0  3193.4  1761.0   596.2   472.0     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   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.068   0.124   0.164   0.187   0.195
Bottom        -0.000  -0.015  -0.018  -0.054  -0.099  -0.130  -0.148  -0.155
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.089   0.112   0.334   0.611   0.807   0.923   0.963
Bottom        -0.000  -0.072  -0.091  -0.269  -0.489  -0.642  -0.732  -0.764
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.009   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.018  -0.023  -0.069  -0.126  -0.166  -0.190  -0.198
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.027   0.035   0.040   0.042
Bottom        -0.000  -0.010  -0.013  -0.038  -0.070  -0.092  -0.105  -0.109
 
LL+I(+)
Topping-top   -0.000   0.057   0.073   0.214   0.389   0.507   0.578   0.597
Precast-top   -0.000   0.044   0.056   0.166   0.302   0.394   0.448   0.463
Bottom        -0.000  -0.117  -0.148  -0.437  -0.791  -1.029  -1.169  -1.208
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.090   0.267   0.485   0.635   0.723   0.748 
Precast-top   -0.023   0.115   0.171   0.690   1.305   1.684   1.929   2.039 
Bottom         0.505   1.904   1.832   1.162   0.361  -0.150  -0.467  -0.589 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.018   0.052   0.096   0.127   0.145   0.152 
Precast-top   -0.023   0.071   0.115   0.524   1.003   1.290   1.481   1.575 
Bottom         0.505   2.022   1.981   1.599   1.152   0.879   0.703   0.619 
 

 
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   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 
 
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 = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.023   0.068   0.124   0.164   0.187   0.195
Bottom        -0.000  -0.015  -0.018  -0.054  -0.099  -0.130  -0.148  -0.155
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.089   0.112   0.334   0.611   0.807   0.923   0.963
Bottom        -0.000  -0.072  -0.091  -0.269  -0.489  -0.642  -0.732  -0.764
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.009   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.018  -0.023  -0.069  -0.126  -0.166  -0.190  -0.198
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.027   0.035   0.040   0.042
Bottom        -0.000  -0.010  -0.013  -0.038  -0.070  -0.092  -0.105  -0.109
 
LL+I(+)
Topping-top   -0.000   0.046   0.058   0.172   0.311   0.406   0.462   0.477
Precast-top   -0.000   0.036   0.045   0.133   0.241   0.315   0.359   0.371
Bottom        -0.000  -0.094  -0.119  -0.350  -0.633  -0.823  -0.936  -0.966
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.076   0.224   0.407   0.533   0.608   0.629 
Precast-top   -0.023   0.106   0.160   0.657   1.244   1.606   1.839   1.946 
Bottom         0.505   1.928   1.862   1.250   0.519   0.056  -0.233  -0.348 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.057   0.072   0.210   0.373   0.484   0.542   0.538
Precast-top   -0.000   0.044   0.056   0.163   0.289   0.376   0.421   0.418
Bottom        -0.000  -0.116  -0.147  -0.428  -0.758  -0.982  -1.097  -1.089
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.064   0.081   0.236   0.421   0.548   0.614   0.614 
Precast-top   -0.011   0.080   0.113   0.425   0.791   1.021   1.161   1.205 
Bottom         0.252   0.895   0.844   0.372  -0.182  -0.543  -0.745  -0.780 
 

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
    350.5    6.5   67.4    0.692   4.3   6.00e-3 50.0    355.6     1.263    1.760      0.00
      0.0    0.7   67.1     42.0 0.147      29.5 0.87    12.00     0.101    1.359 
Transfer:   3.00
    337.1    6.5   67.4    3.113  19.5   0.53e-3 30.8    240.9     0.436    1.760      0.00
    716.6    2.9   66.0    189.0 0.138     114.2 3.44    12.00     0.101    1.769 
Critical:   6.14
    318.9    6.5   67.4    3.700  19.5  -0.03e-3 28.9    172.9     0.291    1.760      0.00
   1579.0    3.5   65.7    189.0 0.131     162.0 4.90    12.00     0.101    1.862 
0.1L    :  10.13
    296.1    6.5   67.4    4.438  19.5  -0.02e-3 28.9    149.2     0.252    0.827      0.00
   2641.9    4.2   65.3    189.0 0.121     160.3 4.88    24.00     0.101    1.996 
0.2L    :  20.27
    240.8    6.5   63.9    5.642  19.5   0.42e-3 30.5    135.0     0.258    0.496      0.00
   4688.3    4.5   61.6    189.0 0.103     113.0 3.64    24.00     0.101    1.466 
0.3L    :  30.40
    186.7    6.5   66.3    5.642  19.5   1.49e-3 34.2    114.8     0.244    0.413      0.00
   6080.5    4.5   64.1    189.0 0.075      73.1 2.27    24.00     0.101    1.386 
0.4L    :  40.53
    133.7    6.5   67.6    5.642   0.0   1.98e-3 35.9     84.9     0.188    0.413      0.00
   6805.0    4.5   65.3    189.0 0.058      63.6 1.93    24.00     0.101    1.683 
0.5L    :  50.67
     81.7    6.5   67.6    5.642   0.0   1.75e-3 35.1     22.6     0.101    0.413      0.00
   6889.3    4.5   65.3    189.0 0.036      68.2 2.08    24.00     0.101    2.864 
0.6L    :  60.80
    133.7    6.5   67.6    5.642   0.0   1.98e-3 35.9     84.9     0.188    0.413      0.00
   6805.0    4.5   65.3    189.0 0.058      63.6 1.93    24.00     0.101    1.683 
0.7L    :  70.93
    186.7    6.5   66.3    5.642  19.5   1.49e-3 34.2    114.8     0.244    0.413      0.00
   6080.5    4.5   64.1    189.0 0.075      73.1 2.27    24.00     0.101    1.386 
0.8L    :  81.07
    240.8    6.5   63.9    5.642  19.5   0.42e-3 30.5    135.0     0.258    0.496      0.00
   4688.3    4.5   61.6    189.0 0.103     113.0 3.64    24.00     0.101    1.466 
0.9L    :  91.20
    296.1    6.5   67.4    4.438  19.5  -0.02e-3 28.9    149.2     0.252    0.827      0.00
   2641.8    4.2   65.3    189.0 0.121     160.3 4.88    24.00     0.101    1.996 
Critical:  95.19
    318.9    6.5   67.4    3.700  19.5  -0.03e-3 28.9    172.9     0.291    1.760      0.00
   1579.0    3.5   65.7    189.0 0.131     162.0 4.90    12.00     0.101    1.862 
Transfer:  98.33
    337.1    6.5   67.4    3.113  19.5   0.53e-3 30.8    240.9     0.436    1.760      0.00
    716.6    2.9   66.0    189.0 0.138     114.2 3.44    12.00     0.101    1.769 
Bearing : 100.67
    350.5    6.5   67.4    0.692   4.3   6.00e-3 50.0    355.6     1.263    1.760      0.00
      0.0    0.7   67.1     42.0 0.147      29.5 0.87    12.00     0.101    1.359 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.21
 
 
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
    350.5      5.80     67.43    0.66       67.10    24.00      0.300      1.185      0.000      0.000*
Transfer:      2.33
    337.1      5.68     67.43    2.95       65.96    24.00      0.300      1.143      0.000      1.760 
Critical:      5.47
    319.0      5.40     67.43    3.49       65.69    24.00      0.300      1.049      0.000      1.760 
0.1L    :      9.47
    296.1      5.03     67.43    4.18       65.34    24.00      0.300      0.928      0.000      0.827 
0.2L    :     19.60
    240.8      4.34     63.87    4.49       61.62    24.00      0.300      0.697      0.000      0.496 
0.3L    :     29.73
    186.7      3.24     66.33    4.49       64.08    24.00      0.300      0.329      0.000      0.413 
0.4L    :     39.87
    133.7      2.27     67.56    4.49       65.31    24.00      0.300      0.008      0.000      0.413 
0.5L    :     50.00
     81.7      1.39     67.56    4.49       65.31    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    133.7      2.27     67.56    4.49       65.31    24.00      0.300      0.008      0.000      0.413 
0.7L    :     70.27
    186.7      3.24     66.33    4.49       64.08    24.00      0.300      0.329      0.000      0.413 
0.8L    :     80.40
    240.8      4.34     63.87    4.49       61.62    24.00      0.300      0.697      0.000      0.496 
0.9L    :     90.53
    296.1      5.03     67.43    4.18       65.34    24.00      0.300      0.928      0.000      0.827 
Critical:     94.53
    319.0      5.40     67.43    3.49       65.69    24.00      0.300      1.049      0.000      1.760 
Transfer:     97.67
    337.1      5.68     67.43    2.95       65.96    24.00      0.300      1.143      0.000      1.760 
Bearing :    100.00
    350.5      5.80     67.43    0.66       67.10    24.00      0.300      1.185      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
Deck + Haunch  :                       -0.255  2.30     -0.587
DL-Prec. (DC)  :                       -0.052  3.00     -0.155
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.121
DL-Comp. (DW)  :                       -0.022  3.00     -0.067
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 19.60 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
Deck + Haunch  :                       -0.497  2.30     -1.144
DL-Prec. (DC)  :                       -0.101  3.00     -0.303
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.236
DL-Comp. (DW)  :                       -0.043  3.00     -0.130
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 29.73 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                       -0.684  2.30     -1.573
DL-Prec. (DC)  :                       -0.139  3.00     -0.416
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.108  3.00     -0.325
DL-Comp. (DW)  :                       -0.060  3.00     -0.179
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 39.87 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                       -0.801  2.30     -1.843
DL-Prec. (DC)  :                       -0.162  3.00     -0.487
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.127  3.00     -0.381
DL-Comp. (DW)  :                       -0.070  3.00     -0.210
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 50.00 ft
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                       -0.843  2.30     -1.938
DL-Prec. (DC)  :                       -0.171  3.00     -0.513
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.134  3.00     -0.401
DL-Comp. (DW)  :                       -0.074  3.00     -0.221
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 60.13 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                       -0.801  2.30     -1.843
DL-Prec. (DC)  :                       -0.162  3.00     -0.487
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.127  3.00     -0.381
DL-Comp. (DW)  :                       -0.070  3.00     -0.210
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 70.27 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                       -0.684  2.30     -1.573
DL-Prec. (DC)  :                       -0.139  3.00     -0.416
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.108  3.00     -0.325
DL-Comp. (DW)  :                       -0.060  3.00     -0.179
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 80.40 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
Deck + Haunch  :                       -0.497  2.30     -1.144
DL-Prec. (DC)  :                       -0.101  3.00     -0.303
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.236
DL-Comp. (DW)  :                       -0.043  3.00     -0.130
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 90.53 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
Deck + Haunch  :                       -0.255  2.30     -0.587
DL-Prec. (DC)  :                       -0.052  3.00     -0.155
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.121
DL-Comp. (DW)  :                       -0.022  3.00     -0.067
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
   704.6    59.7  3.679  265.6    3.5   2.95   4739.1  0.057T 1.00       -       -     -     -  
H/2     :   2.97
   890.4    59.8  3.819  265.5    3.6   3.06   4924.3  0.055T 1.00       -       -     -     -  
0.1L    :   9.47
  2641.9    61.4  5.244  264.0    4.9   4.18   6842.4  0.039T 1.00       -       -     -     -  
0.2L    :  19.60
  4832.3    63.9  5.642  263.7    5.3   4.49   7641.4  0.036T 1.00   6117.2  6117.2    1.25    -  
0.3L    :  29.73
  6363.8    66.3  5.642  264.0    5.3   4.49   7953.2  0.036T 1.00   6244.7  6244.7    1.27    -  
0.4L    :  39.87
  7279.0    67.6  5.642  264.1    5.3   4.49   8109.1  0.036T 1.00   6290.3  6290.3    1.29    -  
0.5L    :  50.00
  7553.6    67.6  5.642  264.1    5.3   4.49   8109.1  0.036T 1.00   6250.9  6250.9    1.30    -  
0.6L    :  60.13
  7279.0    67.6  5.642  264.1    5.3   4.49   8109.1  0.036T 1.00   6290.3  6290.3    1.29    -  
0.7L    :  70.27
  6363.8    66.3  5.642  264.0    5.3   4.49   7953.2  0.036T 1.00   6244.7  6244.7    1.27    -  
0.8L    :  80.40
  4832.3    63.9  5.642  263.7    5.3   4.49   7641.4  0.036T 1.00   6117.2  6117.2    1.25    -  
0.9L    :  90.53
  2641.8    61.4  5.244  264.0    4.9   4.18   6842.4  0.039T 1.00       -       -     -     -  
H/2     :  97.03
   890.4    59.8  3.819  265.5    3.6   3.06   4924.3  0.055T 1.00       -       -     -     -  
Transfer:  97.67
   704.6    59.7  3.679  265.6    3.5   2.95   4739.1  0.057T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.150
 
  2   2 E  60.00 Ft     0.330
        M   4.00 Fb     0.101
 
  3   2 E  58.00 Ft     0.605
        M   2.00 Fb     0.063
 
  4   2 E   6.00 Ft     0.554
        M   6.00 Fb     0.287
 
  5   2 E   6.00 Ft     0.504
        M   6.00 Fb     0.512
 
  6   2 E   6.00 Ft     0.453
        M   6.00 Fb     0.737
 
  7   2 E   6.00 Ft     0.402
        M   6.00 Fb     0.962
 
  8   2 E   6.00 Ft     0.352
        M   6.00 Fb     1.186
 
  9   2 E   2.00 Ft     0.274
        M   2.00 Fb     1.433
 
 10   2 E   2.00 Ft     0.195
        M   2.00 Fb     1.680
 
 11   2 E   2.00 Ft     0.117
        M   2.00 Fb     1.927
 
 12   2 E   2.00 Ft     0.039
        M   2.00 Fb     2.174
 
 13   2 E   2.00 Ft    -0.039
        M   2.00 Fb     2.421
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.10 %               Final losses: 12.37 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.421     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.039       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)                  8109.13     7553.63     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   0.748     Midspan    1.800   0.152     Midspan
    Pre.Top:   3.600   2.039     Midspan    2.700   1.575     Midspan
    Pre.Bot:   3.600   1.904    Transfer    2.700   2.022    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.023     Bearing
    Pre.Bot:  -0.465  -0.348     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.205     Midspan
    Pre.Bot:                                                             2.400   0.895    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                       -0.843  2.30     -1.938
DL-Prec. (DC)  :                       -0.171  3.00     -0.513
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.134  3.00     -0.401
DL-Comp. (DW)  :                       -0.074  3.00     -0.221
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.764   (Calculated)    
Live Moment (1  lane  loaded)  : 0.526   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.134   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.907   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.9    836.8    836.8    836.8    836.8    836.8    836.8    836.8
  Yb      ,  in    28.62    28.15    28.14    28.09    28.00    27.91    27.87    27.87
  MI(Ixx) , in4   424575   431146   431297   432918   435728   438880   440586   440586
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1580.9   1602.1   1602.1   1602.1   1602.1   1602.1   1602.1   1602.1
  Yb      ,  in    47.40    46.92    46.92    46.89    46.85    46.81    46.78    46.78
  MI(Ixx) , in4  1018926  1046074  1046373  1049502  1054649  1060121  1062979  1062979

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:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.47 ft from member end )
END PATTERN (Ycg = 12.31 in):
    12 @  2.000 in    10 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.001 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.002 ft
Holddown Force        =  22.196 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2637.111         740 1951.462     21.043 85225.719  1341.084     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       6.6250      7.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1667     10.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1667     18.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1667     83.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      83.1667     91.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1667     94.1667    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.1667     94.7083    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.7083    100.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.2083    100.7083     No
      2      US#6[M19]       60.00        0.88       6.00     100.7083    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2080    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.69 in
         P_init    =     1105.9 kips  Ecc = 25.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.95 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.03 ksi    0.00 ksi
    due to Composite Loads                                 -1.63 ksi    0.00 ksi
    due to Live Loads                                      -4.90 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.95 ksi  ( 6.10 %)            12.25 ksi ( 6.25 %)
Total Prestress Losses                                    24.20 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   205.4   259.5   768.1  1398.3  1830.1  2086.9  2155.3
            V     134.8   130.4   129.2   117.1    98.8    80.6    55.4    11.1
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   134.8   130.4   129.2   117.1   100.0    83.7    68.1    53.3
            M      -0.0   212.0   267.1   768.1  1319.8  1675.6  1828.3  1792.9
Total     : M+      0.0   472.1   596.7  1771.4  3243.7  4277.7  4896.8  5087.7
            V     251.8   242.0   239.3   212.0   170.1   128.2    79.3    11.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   251.8   242.0   239.3   212.0   171.3   131.3    92.0    53.5
            M      -0.0   478.7   604.3  1771.4  3165.2  4123.2  4638.2  4725.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2086.9  1830.1  1398.3   768.1   259.5   205.4     0.0
            V      55.4    80.6    98.8   117.1   129.2   130.4   134.8
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    68.1    83.7   100.0   117.1   129.2   130.4   134.8
            M    1828.3  1675.6  1319.8   768.1   267.1   212.0     0.0
Total     : M+   4896.8  4277.7  3243.7  1771.4   596.7   472.1     0.0
            V      79.3   128.2   170.1   212.0   239.3   242.0   251.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.0   131.3   171.3   212.0   239.3   242.0   251.8
            M    4638.2  4123.2  3165.2  1771.4   604.3   478.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   164.3   207.6   614.5  1118.7  1464.1  1669.5  1724.3
            V     107.8   104.3   103.4    93.6    79.1    64.5    44.3     8.9
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   107.8   104.3   103.4    93.6    80.0    66.9    54.5    42.6
            M      -0.0   169.6   213.7   614.5  1055.8  1340.5  1462.7  1434.3
Total     : M+      0.0   431.1   544.8  1617.8  2964.1  3911.7  4479.4  4656.6
            V     224.9   215.9   213.5   188.6   150.3   112.1    68.2     9.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   224.9   215.9   213.5   188.6   151.3   114.5    78.4    42.9
            M      -0.0   436.3   550.9  1617.8  2901.2  3788.1  4272.6  4366.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1669.5  1464.1  1118.7   614.5   207.6   164.3     0.0
            V      44.3    64.5    79.1    93.6   103.4   104.3   107.8
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    54.5    66.9    80.0    93.6   103.4   104.3   107.8
            M    1462.7  1340.5  1055.8   614.5   213.7   169.6     0.0
Total     : M+   4479.4  3911.7  2964.1  1617.8   544.8   431.1     0.0
            V      68.2   112.1   150.3   188.6   213.5   215.9   224.9
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    78.4   114.5   151.3   188.6   213.5   215.9   224.9
            M    4272.6  3788.1  2901.2  1617.8   550.9   436.3     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   119.8   151.4   450.5   828.3  1098.2  1260.2  1314.1
(Max)       V      52.6    50.1    49.4    42.6    32.0    21.3    10.7     0.0
Self wt.  : M       0.0    86.2   109.0   324.4   596.4   790.7   907.3   946.2
(Min)       V      37.8    36.1    35.6    30.7    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    17.3    21.9    65.2   119.9   158.9   182.4   190.2
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    15.8    46.9    86.3   114.4   131.3   136.9
DC(Min)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   164.5   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    53.7    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.7   118.5   352.4   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    38.7    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.9     3.0     6.1     9.3    12.5    15.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    53.3   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.4    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    38.4   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.5    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    35.3   105.0   193.0   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.5     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    15.3    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   359.5   454.1  1344.1  2447.1  3202.8  3652.1  3771.8
            V     235.9   228.2   226.1   204.8   173.0   141.1    96.9    19.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   235.9   228.2   226.1   204.8   175.0   146.5   119.2    93.2
            M      -0.0   371.0   467.5  1344.1  2309.6  2932.3  3199.6  3137.5
Total     : M+      0.0   697.5   881.5  2615.8  4786.0  6304.9  7213.4  7488.3
            V     384.2   369.7   365.7   325.2   263.3   201.4   127.3    19.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   384.2   369.7   365.7   325.2   265.3   206.8   149.5    93.5
            M      -0.0   709.1   894.9  2615.8  4648.5  6034.4  6760.9  6854.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1260.2  1098.2   828.3   450.5   151.4   119.8     0.0
(Max)       V      10.7    21.3    32.0    42.6    49.4    50.1    52.6
Self wt.  : M     907.3   790.7   596.4   324.4   109.0    86.2     0.0
(Min)       V       7.7    15.3    23.0    30.7    35.6    36.1    37.8
DL-Prec.  : M     182.4   158.9   119.9    65.2    21.9    17.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M     131.3   114.4    86.3    46.9    15.8    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1369.2  1193.2   900.0   489.5   164.5   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    53.7    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.4   118.5    93.7     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    38.7    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     443.5   386.5   291.5   158.6    53.3    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.4    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    38.4    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.5    12.7    13.3
DL-Comp   : M     293.7   255.9   193.0   105.0    35.3    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.5    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    15.3    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3652.1  3202.8  2447.1  1344.1   454.1   359.5     0.0
            V      96.9   141.1   173.0   204.8   226.1   228.2   235.9
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   119.2   146.5   175.0   204.8   226.1   228.2   235.9
            M    3199.6  2932.3  2309.6  1344.1   467.5   371.0     0.0
Total     : M+   7213.4  6304.9  4786.0  2615.8   881.5   697.5     0.0
            V     127.3   201.4   263.3   325.2   365.7   369.7   384.2
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   149.5   206.8   265.3   325.2   365.7   369.7   384.2
            M    6760.9  6034.4  4648.5  2615.8   894.9   709.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     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    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     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    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     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    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   140.3   177.1   518.3   923.6  1204.1  1348.9  1339.1
            V     107.5   104.3   103.4    94.4    81.2    61.9    48.8    22.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.5   104.3   103.4    94.4    81.2    68.1    54.9    41.8
            M       0.0   140.3   177.1   518.3   923.6  1174.3  1270.4  1212.0
Total     : M+      0.0   407.0   514.2  1521.7  2769.0  3651.7  4158.8  4271.5
            V     224.6   215.9   213.5   189.3   152.5   109.5    72.7    23.0
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   224.6   215.9   213.5   189.3   152.5   115.7    78.9    42.0
            M       0.0   407.0   514.2  1521.7  2769.0  3621.9  4080.3  4144.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
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     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
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      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
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     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   1348.9  1204.1   923.6   518.3   177.1   140.3     0.0
            V      48.8    61.9    81.2    94.4   103.4   104.3   107.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.9    68.1    81.2    94.4   103.4   104.3   107.5
            M    1270.4  1174.3   923.6   518.3   177.1   140.3     0.0
Total     : M+   4158.8  3651.7  2769.0  1521.7   514.2   407.0     0.0
            V      72.7   109.5   152.5   189.3   213.5   215.9   224.6
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    78.9   115.7   152.5   189.3   213.5   215.9   224.6
            M    4080.3  3621.9  2769.0  1521.7   514.2   407.0     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.017   0.050   0.092   0.122   0.140   0.146
Bottom        -0.000  -0.011  -0.014  -0.041  -0.074  -0.097  -0.111  -0.115
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.101   0.128   0.379   0.694   0.916   1.048   1.093
Bottom        -0.000  -0.082  -0.103  -0.305  -0.555  -0.729  -0.831  -0.867
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.031   0.057   0.075   0.086   0.089
Precast-top   -0.000   0.006   0.008   0.023   0.043   0.057   0.065   0.068
Bottom        -0.000  -0.018  -0.023  -0.068  -0.124  -0.164  -0.187  -0.195
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.017   0.031   0.041   0.047   0.049
Precast-top   -0.000   0.003   0.004   0.013   0.024   0.031   0.036   0.037
Bottom        -0.000  -0.010  -0.013  -0.038  -0.069  -0.090  -0.103  -0.108
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.187   0.340   0.443   0.504   0.521
Precast-top   -0.000   0.038   0.048   0.141   0.257   0.335   0.382   0.395
Bottom        -0.000  -0.111  -0.140  -0.412  -0.745  -0.970  -1.102  -1.138
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.063   0.079   0.235   0.428   0.559   0.637   0.659 
Precast-top   -0.023   0.115   0.171   0.690   1.306   1.687   1.933   2.044 
Bottom         0.505   1.905   1.833   1.166   0.366  -0.144  -0.461  -0.585 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.016   0.048   0.088   0.116   0.133   0.139 
Precast-top   -0.023   0.077   0.123   0.549   1.049   1.351   1.551   1.650 
Bottom         0.505   2.016   1.973   1.577   1.111   0.826   0.641   0.554 
 

 
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   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 
 
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 = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.017   0.050   0.092   0.122   0.140   0.146
Bottom        -0.000  -0.011  -0.014  -0.041  -0.074  -0.097  -0.111  -0.115
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.101   0.128   0.379   0.694   0.916   1.048   1.093
Bottom        -0.000  -0.082  -0.103  -0.305  -0.555  -0.729  -0.831  -0.867
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.031   0.057   0.075   0.086   0.089
Precast-top   -0.000   0.006   0.008   0.023   0.043   0.057   0.065   0.068
Bottom        -0.000  -0.018  -0.023  -0.068  -0.124  -0.164  -0.187  -0.195
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.017   0.031   0.041   0.047   0.049
Precast-top   -0.000   0.003   0.004   0.013   0.024   0.031   0.036   0.037
Bottom        -0.000  -0.010  -0.013  -0.038  -0.069  -0.090  -0.103  -0.108
 
LL+I(+)
Topping-top   -0.000   0.040   0.051   0.150   0.272   0.354   0.403   0.417
Precast-top   -0.000   0.030   0.038   0.113   0.206   0.268   0.306   0.316
Bottom        -0.000  -0.088  -0.112  -0.329  -0.596  -0.776  -0.882  -0.911
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.053   0.067   0.198   0.360   0.471   0.536   0.555 
Precast-top   -0.023   0.108   0.162   0.662   1.254   1.619   1.856   1.965 
Bottom         0.505   1.927   1.861   1.248   0.515   0.050  -0.241  -0.357 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.126   0.224   0.291   0.326   0.324
Precast-top   -0.000   0.026   0.033   0.095   0.170   0.221   0.247   0.245
Bottom        -0.000  -0.076  -0.095  -0.278  -0.492  -0.638  -0.712  -0.707
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.150   0.268   0.350   0.392   0.393 
Precast-top   -0.011   0.065   0.094   0.370   0.694   0.896   1.022   1.070 
Bottom         0.252   0.932   0.891   0.511   0.063  -0.225  -0.392  -0.430 
 

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
    384.2    6.5   67.4    0.690   4.3   6.00e-3 50.0    393.1     1.395    1.760      0.00
      0.0    0.6   67.1     42.0 0.161      29.5 0.87    12.00     0.101    1.241 
Transfer:   3.00
    369.7    6.5   67.4    3.105  19.5   1.28e-3 33.5    309.8     0.620    1.760      0.00
    709.1    2.6   66.1    189.0 0.152      81.4 2.45    12.00     0.101    1.617 
Critical:   6.16
    349.9    6.5   67.4    3.693  19.5  -0.01e-3 29.0    208.9     0.351    1.760      0.00
   1567.2    3.1   65.9    189.0 0.144     160.3 4.83    12.00     0.101    1.703 
0.1L    :  10.13
    325.2    6.5   67.4    4.428  19.5  -0.01e-3 29.0    181.7     0.307    0.827      0.00
   2615.8    3.7   65.6    189.0 0.134     160.1 4.85    12.00     0.101    1.824 
0.2L    :  20.27
    265.3    6.5   63.9    5.642  19.5   0.50e-3 30.8    166.7     0.321    0.496      0.00
   4648.5    4.0   61.9    189.0 0.114     108.6 3.49    24.00     0.101    1.309 
0.3L    :  30.40
    206.8    6.5   66.3    5.642  19.5   1.53e-3 34.4    137.9     0.293    0.413      0.00
   6034.4    4.0   64.3    189.0 0.084      72.3 2.23    24.00     0.101    1.246 
0.4L    :  40.53
    149.5    6.5   67.6    5.642   0.0   1.99e-3 36.0    102.6     0.227    0.413      0.00
   6760.9    4.0   65.6    189.0 0.065      63.5 1.92    24.00     0.101    1.507 
0.5L    :  50.67
     93.5    6.5   67.6    5.642   0.0   1.75e-3 35.1     35.4     0.101    0.413      0.00
   6854.1    4.0   65.6    189.0 0.041      68.5 2.08    24.00     0.101    2.514 
0.6L    :  60.80
    149.5    6.5   67.6    5.642   0.0   1.99e-3 36.0    102.6     0.227    0.413      0.00
   6760.9    4.0   65.6    189.0 0.065      63.5 1.92    24.00     0.101    1.507 
0.7L    :  70.93
    206.8    6.5   66.3    5.642  19.5   1.53e-3 34.4    137.9     0.293    0.413      0.00
   6034.4    4.0   64.3    189.0 0.084      72.3 2.23    24.00     0.101    1.246 
0.8L    :  81.07
    265.3    6.5   63.9    5.642  19.5   0.50e-3 30.8    166.7     0.321    0.496      0.00
   4648.5    4.0   61.9    189.0 0.114     108.6 3.49    24.00     0.101    1.309 
0.9L    :  91.20
    325.2    6.5   67.4    4.428  19.5  -0.01e-3 29.0    181.7     0.307    0.827      0.00
   2615.8    3.7   65.6    189.0 0.134     160.1 4.85    12.00     0.101    1.824 
Critical:  95.18
    349.9    6.5   67.4    3.693  19.5  -0.01e-3 29.0    208.9     0.351    1.760      0.00
   1567.2    3.1   65.9    189.0 0.144     160.3 4.83    12.00     0.101    1.703 
Transfer:  98.33
    369.7    6.5   67.4    3.105  19.5   1.28e-3 33.5    309.8     0.620    1.760      0.00
    709.1    2.6   66.1    189.0 0.152      81.4 2.45    12.00     0.101    1.617 
Bearing : 100.67
    384.2    6.5   67.4    0.690   4.3   6.00e-3 50.0    393.1     1.395    1.760      0.00
      0.0    0.6   67.1     42.0 0.161      29.5 0.87    12.00     0.101    1.241 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.21
 
 
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
    384.2      6.36     67.43    0.58       67.14    24.00      0.300      1.370      0.000      0.000*
Transfer:      2.33
    369.7      6.21     67.43    2.59       66.14    24.00      0.300      1.320      0.000      1.760 
Critical:      5.49
    350.0      5.90     67.43    3.07       65.90    24.00      0.300      1.217      0.000      1.760 
0.1L    :      9.47
    325.2      5.51     67.43    3.67       65.60    24.00      0.300      1.086      0.000      0.827 
0.2L    :     19.60
    265.3      4.76     63.87    3.95       61.89    24.00      0.300      0.838      0.000      0.496 
0.3L    :     29.73
    206.8      3.57     66.33    3.96       64.35    24.00      0.300      0.440      0.000      0.413 
0.4L    :     39.87
    149.5      2.53     67.56    3.96       65.58    24.00      0.300      0.094      0.000      0.413 
0.5L    :     50.00
     93.5      1.58     67.56    3.96       65.58    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    149.5      2.53     67.56    3.96       65.58    24.00      0.300      0.094      0.000      0.413 
0.7L    :     70.27
    206.8      3.57     66.33    3.96       64.35    24.00      0.300      0.440      0.000      0.413 
0.8L    :     80.40
    265.3      4.76     63.87    3.95       61.89    24.00      0.300      0.838      0.000      0.496 
0.9L    :     90.53
    325.2      5.51     67.43    3.67       65.60    24.00      0.300      1.086      0.000      0.827 
Critical:     94.51
    350.0      5.90     67.43    3.07       65.90    24.00      0.300      1.217      0.000      1.760 
Transfer:     97.67
    369.7      6.21     67.43    2.59       66.14    24.00      0.300      1.320      0.000      1.760 
Bearing :    100.00
    384.2      6.36     67.43    0.58       67.14    24.00      0.300      1.370      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
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          :       0.492            0.869            1.018
 
At 0.2 x L = 19.60 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
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          :       0.859            1.517            1.772
 
At 0.3 x L = 29.73 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.110            1.959            2.282
 
At 0.4 x L = 39.87 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.217            2.580
 
At 0.5 x L = 50.00 ft
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.309            2.306            2.682
 
At 0.6 x L = 60.13 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.217            2.580
 
At 0.7 x L = 70.27 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.110            1.959            2.282
 
At 0.8 x L = 80.40 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
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          :       0.859            1.517            1.772
 
At 0.9 x L = 90.53 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
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          :       0.492            0.869            1.018
 

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
   697.5    59.7  3.669  266.1    3.0   2.59   4750.7  0.065T 1.00       -       -     -     -  
H/2     :   2.97
   881.5    59.8  3.809  266.0    3.2   2.68   4937.5  0.063T 1.00       -       -     -     -  
0.1L    :   9.47
  2615.8    61.4  5.233  264.7    4.3   3.67   6875.2  0.045T 1.00       -       -     -     -  
0.2L    :  19.60
  4786.0    63.9  5.642  264.5    4.7   3.95   7696.2  0.042T 1.00   6154.2  6154.2    1.25    -  
0.3L    :  29.73
  6304.9    66.3  5.642  264.7    4.7   3.96   8008.2  0.042T 1.00   6268.8  6268.8    1.28    -  
0.4L    :  39.87
  7213.4    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6306.2  6306.2    1.29    -  
0.5L    :  50.00
  7488.3    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6263.0  6263.0    1.30    -  
0.6L    :  60.13
  7213.4    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6306.2  6306.2    1.29    -  
0.7L    :  70.27
  6304.9    66.3  5.642  264.7    4.7   3.96   8008.2  0.042T 1.00   6268.8  6268.8    1.28    -  
0.8L    :  80.40
  4786.0    63.9  5.642  264.5    4.7   3.95   7696.2  0.042T 1.00   6154.2  6154.2    1.25    -  
0.9L    :  90.53
  2615.8    61.4  5.233  264.7    4.3   3.67   6875.2  0.045T 1.00       -       -     -     -  
H/2     :  97.03
   881.5    59.8  3.809  266.0    3.2   2.68   4937.5  0.063T 1.00       -       -     -     -  
Transfer:  97.67
   697.5    59.7  3.669  266.1    3.0   2.59   4750.7  0.065T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.150
 
  2   2 E  60.00 Ft     0.330
        M   4.00 Fb     0.101
 
  3   2 E  58.00 Ft     0.605
        M   2.00 Fb     0.063
 
  4   2 E   6.00 Ft     0.554
        M   6.00 Fb     0.287
 
  5   2 E   6.00 Ft     0.504
        M   6.00 Fb     0.512
 
  6   2 E   6.00 Ft     0.453
        M   6.00 Fb     0.737
 
  7   2 E   6.00 Ft     0.402
        M   6.00 Fb     0.962
 
  8   2 E   6.00 Ft     0.352
        M   6.00 Fb     1.186
 
  9   2 E   2.00 Ft     0.274
        M   2.00 Fb     1.433
 
 10   2 E   2.00 Ft     0.195
        M   2.00 Fb     1.680
 
 11   2 E   2.00 Ft     0.117
        M   2.00 Fb     1.927
 
 12   2 E   2.00 Ft     0.039
        M   2.00 Fb     2.174
 
 13   2 E   2.00 Ft    -0.039
        M   2.00 Fb     2.421
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.10 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.421     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.039       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)                  8164.18     7488.32     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   0.659     Midspan    1.800   0.139     Midspan
    Pre.Top:   3.600   2.044     Midspan    2.700   1.650     Midspan
    Pre.Bot:   3.600   1.905    Transfer    2.700   2.016    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.023     Bearing
    Pre.Bot:  -0.465  -0.357     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.070     Midspan
    Pre.Bot:                                                             2.400   0.932    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.309            2.306            2.682
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.764   (Calculated)    
Live Moment (1  lane  loaded)  : 0.526   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.134   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.907   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.9    836.8    836.8    836.8    836.8    836.8    836.8    836.8
  Yb      ,  in    28.62    28.15    28.14    28.09    28.00    27.91    27.87    27.87
  MI(Ixx) , in4   424575   431146   431297   432918   435728   438880   440586   440586
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1580.9   1602.1   1602.1   1602.1   1602.1   1602.1   1602.1   1602.1
  Yb      ,  in    47.40    46.92    46.92    46.89    46.85    46.81    46.78    46.78
  MI(Ixx) , in4  1018926  1046075  1046373  1049502  1054649  1060121  1062979  1062979

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:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.47 ft from member end )
END PATTERN (Ycg = 12.31 in):
    12 @  2.000 in    10 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.001 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.002 ft
Holddown Force        =  22.196 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2637.111         740 1951.462     21.043 85225.719  1341.084     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       6.6250      7.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1667     10.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1667     18.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1667     83.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      83.1667     91.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1667     94.1667    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.1667     94.7083    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.7083    100.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.2083    100.7083     No
      2      US#6[M19]       60.00        0.88       6.00     100.7083    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.69 in
         P_init    =     1105.9 kips  Ecc = 25.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.95 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.03 ksi    0.00 ksi
    due to Composite Loads                                 -1.63 ksi    0.00 ksi
    due to Live Loads                                      -4.90 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.95 ksi  ( 6.10 %)            12.25 ksi ( 6.25 %)
Total Prestress Losses                                    24.20 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   205.4   259.5   768.1  1398.3  1830.1  2086.9  2155.3
            V     134.8   130.4   129.2   117.1    98.8    80.6    55.4    11.1
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   134.8   130.4   129.2   117.1   100.0    83.7    68.1    53.3
            M      -0.0   212.0   267.1   768.1  1319.8  1675.6  1828.3  1792.9
Total     : M+      0.0   472.1   596.7  1771.4  3243.7  4277.7  4896.8  5087.7
            V     251.8   242.0   239.3   212.0   170.1   128.2    79.3    11.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   251.8   242.0   239.3   212.0   171.3   131.3    92.0    53.5
            M      -0.0   478.7   604.3  1771.4  3165.2  4123.2  4638.2  4725.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2086.9  1830.1  1398.3   768.1   259.5   205.4     0.0
            V      55.4    80.6    98.8   117.1   129.2   130.4   134.8
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    68.1    83.7   100.0   117.1   129.2   130.4   134.8
            M    1828.3  1675.6  1319.8   768.1   267.1   212.0     0.0
Total     : M+   4896.8  4277.7  3243.7  1771.4   596.7   472.1     0.0
            V      79.3   128.2   170.1   212.0   239.3   242.0   251.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.0   131.3   171.3   212.0   239.3   242.0   251.8
            M    4638.2  4123.2  3165.2  1771.4   604.3   478.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   164.3   207.6   614.5  1118.7  1464.1  1669.5  1724.3
            V     107.8   104.3   103.4    93.6    79.1    64.5    44.3     8.9
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   107.8   104.3   103.4    93.6    80.0    66.9    54.5    42.6
            M      -0.0   169.6   213.7   614.5  1055.8  1340.5  1462.7  1434.3
Total     : M+      0.0   431.1   544.8  1617.8  2964.1  3911.7  4479.4  4656.6
            V     224.9   215.9   213.5   188.6   150.3   112.1    68.2     9.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   224.9   215.9   213.5   188.6   151.3   114.5    78.4    42.9
            M      -0.0   436.3   550.9  1617.8  2901.2  3788.1  4272.6  4366.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1669.5  1464.1  1118.7   614.5   207.6   164.3     0.0
            V      44.3    64.5    79.1    93.6   103.4   104.3   107.8
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    54.5    66.9    80.0    93.6   103.4   104.3   107.8
            M    1462.7  1340.5  1055.8   614.5   213.7   169.6     0.0
Total     : M+   4479.4  3911.7  2964.1  1617.8   544.8   431.1     0.0
            V      68.2   112.1   150.3   188.6   213.5   215.9   224.9
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    78.4   114.5   151.3   188.6   213.5   215.9   224.9
            M    4272.6  3788.1  2901.2  1617.8   550.9   436.3     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   119.8   151.4   450.5   828.3  1098.2  1260.2  1314.1
(Max)       V      52.6    50.1    49.4    42.6    32.0    21.3    10.7     0.0
Self wt.  : M       0.0    86.2   109.0   324.4   596.4   790.7   907.3   946.2
(Min)       V      37.8    36.1    35.6    30.7    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    17.3    21.9    65.2   119.9   158.9   182.4   190.2
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    15.8    46.9    86.3   114.4   131.3   136.9
DC(Min)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   164.5   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    53.7    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.7   118.5   352.4   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    38.7    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.9     3.0     6.1     9.3    12.5    15.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    53.3   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.4    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    38.4   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.5    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    35.3   105.0   193.0   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.5     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    15.3    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   359.5   454.1  1344.1  2447.1  3202.8  3652.1  3771.8
            V     235.9   228.2   226.1   204.8   173.0   141.1    96.9    19.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   235.9   228.2   226.1   204.8   175.0   146.5   119.2    93.2
            M      -0.0   371.0   467.5  1344.1  2309.6  2932.3  3199.6  3137.5
Total     : M+      0.0   697.5   881.5  2615.8  4786.0  6304.9  7213.4  7488.3
            V     384.2   369.7   365.7   325.2   263.3   201.4   127.3    19.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   384.2   369.7   365.7   325.2   265.3   206.8   149.5    93.5
            M      -0.0   709.1   894.9  2615.8  4648.5  6034.4  6760.9  6854.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1260.2  1098.2   828.3   450.5   151.4   119.8     0.0
(Max)       V      10.7    21.3    32.0    42.6    49.4    50.1    52.6
Self wt.  : M     907.3   790.7   596.4   324.4   109.0    86.2     0.0
(Min)       V       7.7    15.3    23.0    30.7    35.6    36.1    37.8
DL-Prec.  : M     182.4   158.9   119.9    65.2    21.9    17.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M     131.3   114.4    86.3    46.9    15.8    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1369.2  1193.2   900.0   489.5   164.5   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    53.7    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.4   118.5    93.7     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    38.7    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     443.5   386.5   291.5   158.6    53.3    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.4    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    38.4    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.5    12.7    13.3
DL-Comp   : M     293.7   255.9   193.0   105.0    35.3    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.5    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    15.3    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3652.1  3202.8  2447.1  1344.1   454.1   359.5     0.0
            V      96.9   141.1   173.0   204.8   226.1   228.2   235.9
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   119.2   146.5   175.0   204.8   226.1   228.2   235.9
            M    3199.6  2932.3  2309.6  1344.1   467.5   371.0     0.0
Total     : M+   7213.4  6304.9  4786.0  2615.8   881.5   697.5     0.0
            V     127.3   201.4   263.3   325.2   365.7   369.7   384.2
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   149.5   206.8   265.3   325.2   365.7   369.7   384.2
            M    6760.9  6034.4  4648.5  2615.8   894.9   709.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     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    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     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    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     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    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   140.3   177.1   518.3   923.6  1204.1  1348.9  1339.1
            V     107.5   104.3   103.4    94.4    81.2    61.9    48.8    22.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.5   104.3   103.4    94.4    81.2    68.1    54.9    41.8
            M       0.0   140.3   177.1   518.3   923.6  1174.3  1270.4  1212.0
Total     : M+      0.0   407.0   514.2  1521.7  2769.0  3651.7  4158.8  4271.5
            V     224.6   215.9   213.5   189.3   152.5   109.5    72.7    23.0
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   224.6   215.9   213.5   189.3   152.5   115.7    78.9    42.0
            M       0.0   407.0   514.2  1521.7  2769.0  3621.9  4080.3  4144.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
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     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
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      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
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     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   1348.9  1204.1   923.6   518.3   177.1   140.3     0.0
            V      48.8    61.9    81.2    94.4   103.4   104.3   107.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.9    68.1    81.2    94.4   103.4   104.3   107.5
            M    1270.4  1174.3   923.6   518.3   177.1   140.3     0.0
Total     : M+   4158.8  3651.7  2769.0  1521.7   514.2   407.0     0.0
            V      72.7   109.5   152.5   189.3   213.5   215.9   224.6
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    78.9   115.7   152.5   189.3   213.5   215.9   224.6
            M    4080.3  3621.9  2769.0  1521.7   514.2   407.0     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.017   0.050   0.092   0.122   0.140   0.146
Bottom        -0.000  -0.011  -0.014  -0.041  -0.074  -0.097  -0.111  -0.115
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.101   0.128   0.379   0.694   0.916   1.048   1.093
Bottom        -0.000  -0.082  -0.103  -0.305  -0.555  -0.729  -0.831  -0.867
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.031   0.057   0.075   0.086   0.089
Precast-top   -0.000   0.006   0.008   0.023   0.043   0.057   0.065   0.068
Bottom        -0.000  -0.018  -0.023  -0.068  -0.124  -0.164  -0.187  -0.195
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.017   0.031   0.041   0.047   0.049
Precast-top   -0.000   0.003   0.004   0.013   0.024   0.031   0.036   0.037
Bottom        -0.000  -0.010  -0.013  -0.038  -0.069  -0.090  -0.103  -0.108
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.187   0.340   0.443   0.504   0.521
Precast-top   -0.000   0.038   0.048   0.141   0.257   0.335   0.382   0.395
Bottom        -0.000  -0.111  -0.140  -0.412  -0.745  -0.970  -1.102  -1.138
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.063   0.079   0.235   0.428   0.559   0.637   0.659 
Precast-top   -0.023   0.115   0.171   0.690   1.306   1.687   1.933   2.044 
Bottom         0.505   1.905   1.833   1.166   0.366  -0.144  -0.461  -0.585 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.016   0.048   0.088   0.116   0.133   0.139 
Precast-top   -0.023   0.077   0.123   0.549   1.049   1.351   1.551   1.650 
Bottom         0.505   2.016   1.973   1.577   1.111   0.826   0.641   0.554 
 

 
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   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 
 
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 = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.017   0.050   0.092   0.122   0.140   0.146
Bottom        -0.000  -0.011  -0.014  -0.041  -0.074  -0.097  -0.111  -0.115
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.101   0.128   0.379   0.694   0.916   1.048   1.093
Bottom        -0.000  -0.082  -0.103  -0.305  -0.555  -0.729  -0.831  -0.867
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.031   0.057   0.075   0.086   0.089
Precast-top   -0.000   0.006   0.008   0.023   0.043   0.057   0.065   0.068
Bottom        -0.000  -0.018  -0.023  -0.068  -0.124  -0.164  -0.187  -0.195
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.017   0.031   0.041   0.047   0.049
Precast-top   -0.000   0.003   0.004   0.013   0.024   0.031   0.036   0.037
Bottom        -0.000  -0.010  -0.013  -0.038  -0.069  -0.090  -0.103  -0.108
 
LL+I(+)
Topping-top   -0.000   0.040   0.051   0.150   0.272   0.354   0.403   0.417
Precast-top   -0.000   0.030   0.038   0.113   0.206   0.268   0.306   0.316
Bottom        -0.000  -0.088  -0.112  -0.329  -0.596  -0.776  -0.882  -0.911
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.053   0.067   0.198   0.360   0.471   0.536   0.555 
Precast-top   -0.023   0.108   0.162   0.662   1.254   1.619   1.856   1.965 
Bottom         0.505   1.927   1.861   1.248   0.515   0.050  -0.241  -0.357 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.126   0.224   0.291   0.326   0.324
Precast-top   -0.000   0.026   0.033   0.095   0.170   0.221   0.247   0.245
Bottom        -0.000  -0.076  -0.095  -0.278  -0.492  -0.638  -0.712  -0.707
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.150   0.268   0.350   0.392   0.393 
Precast-top   -0.011   0.065   0.094   0.370   0.694   0.896   1.022   1.070 
Bottom         0.252   0.932   0.891   0.511   0.063  -0.225  -0.392  -0.430 
 

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
    384.2    6.5   67.4    0.690   4.3   6.00e-3 50.0    393.1     1.395    1.760      0.00
      0.0    0.6   67.1     42.0 0.161      29.5 0.87    12.00     0.101    1.241 
Transfer:   3.00
    369.7    6.5   67.4    3.105  19.5   1.28e-3 33.5    309.8     0.620    1.760      0.00
    709.1    2.6   66.1    189.0 0.152      81.4 2.45    12.00     0.101    1.617 
Critical:   6.16
    349.9    6.5   67.4    3.693  19.5  -0.01e-3 29.0    208.9     0.351    1.760      0.00
   1567.2    3.1   65.9    189.0 0.144     160.3 4.83    12.00     0.101    1.703 
0.1L    :  10.13
    325.2    6.5   67.4    4.428  19.5  -0.01e-3 29.0    181.7     0.307    0.827      0.00
   2615.8    3.7   65.6    189.0 0.134     160.1 4.85    12.00     0.101    1.824 
0.2L    :  20.27
    265.3    6.5   63.9    5.642  19.5   0.50e-3 30.8    166.7     0.321    0.496      0.00
   4648.5    4.0   61.9    189.0 0.114     108.6 3.49    24.00     0.101    1.309 
0.3L    :  30.40
    206.8    6.5   66.3    5.642  19.5   1.53e-3 34.4    137.9     0.293    0.413      0.00
   6034.4    4.0   64.3    189.0 0.084      72.3 2.23    24.00     0.101    1.246 
0.4L    :  40.53
    149.5    6.5   67.6    5.642   0.0   1.99e-3 36.0    102.6     0.227    0.413      0.00
   6760.9    4.0   65.6    189.0 0.065      63.5 1.92    24.00     0.101    1.507 
0.5L    :  50.67
     93.5    6.5   67.6    5.642   0.0   1.75e-3 35.1     35.4     0.101    0.413      0.00
   6854.1    4.0   65.6    189.0 0.041      68.5 2.08    24.00     0.101    2.514 
0.6L    :  60.80
    149.5    6.5   67.6    5.642   0.0   1.99e-3 36.0    102.6     0.227    0.413      0.00
   6760.9    4.0   65.6    189.0 0.065      63.5 1.92    24.00     0.101    1.507 
0.7L    :  70.93
    206.8    6.5   66.3    5.642  19.5   1.53e-3 34.4    137.9     0.293    0.413      0.00
   6034.4    4.0   64.3    189.0 0.084      72.3 2.23    24.00     0.101    1.246 
0.8L    :  81.07
    265.3    6.5   63.9    5.642  19.5   0.50e-3 30.8    166.7     0.321    0.496      0.00
   4648.5    4.0   61.9    189.0 0.114     108.6 3.49    24.00     0.101    1.309 
0.9L    :  91.20
    325.2    6.5   67.4    4.428  19.5  -0.01e-3 29.0    181.7     0.307    0.827      0.00
   2615.8    3.7   65.6    189.0 0.134     160.1 4.85    12.00     0.101    1.824 
Critical:  95.18
    349.9    6.5   67.4    3.693  19.5  -0.01e-3 29.0    208.9     0.351    1.760      0.00
   1567.2    3.1   65.9    189.0 0.144     160.3 4.83    12.00     0.101    1.703 
Transfer:  98.33
    369.7    6.5   67.4    3.105  19.5   1.28e-3 33.5    309.8     0.620    1.760      0.00
    709.1    2.6   66.1    189.0 0.152      81.4 2.45    12.00     0.101    1.617 
Bearing : 100.67
    384.2    6.5   67.4    0.690   4.3   6.00e-3 50.0    393.1     1.395    1.760      0.00
      0.0    0.6   67.1     42.0 0.161      29.5 0.87    12.00     0.101    1.241 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.21
 
 
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
    384.2      6.36     67.43    0.58       67.14    24.00      0.300      1.370      0.000      0.000*
Transfer:      2.33
    369.7      6.21     67.43    2.59       66.14    24.00      0.300      1.320      0.000      1.760 
Critical:      5.49
    350.0      5.90     67.43    3.07       65.90    24.00      0.300      1.217      0.000      1.760 
0.1L    :      9.47
    325.2      5.51     67.43    3.67       65.60    24.00      0.300      1.086      0.000      0.827 
0.2L    :     19.60
    265.3      4.76     63.87    3.95       61.89    24.00      0.300      0.838      0.000      0.496 
0.3L    :     29.73
    206.8      3.57     66.33    3.96       64.35    24.00      0.300      0.440      0.000      0.413 
0.4L    :     39.87
    149.5      2.53     67.56    3.96       65.58    24.00      0.300      0.094      0.000      0.413 
0.5L    :     50.00
     93.5      1.58     67.56    3.96       65.58    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    149.5      2.53     67.56    3.96       65.58    24.00      0.300      0.094      0.000      0.413 
0.7L    :     70.27
    206.8      3.57     66.33    3.96       64.35    24.00      0.300      0.440      0.000      0.413 
0.8L    :     80.40
    265.3      4.76     63.87    3.95       61.89    24.00      0.300      0.838      0.000      0.496 
0.9L    :     90.53
    325.2      5.51     67.43    3.67       65.60    24.00      0.300      1.086      0.000      0.827 
Critical:     94.51
    350.0      5.90     67.43    3.07       65.90    24.00      0.300      1.217      0.000      1.760 
Transfer:     97.67
    369.7      6.21     67.43    2.59       66.14    24.00      0.300      1.320      0.000      1.760 
Bearing :    100.00
    384.2      6.36     67.43    0.58       67.14    24.00      0.300      1.370      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
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          :       0.492            0.869            1.018
 
At 0.2 x L = 19.60 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
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          :       0.859            1.517            1.772
 
At 0.3 x L = 29.73 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.110            1.959            2.282
 
At 0.4 x L = 39.87 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.217            2.580
 
At 0.5 x L = 50.00 ft
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.309            2.306            2.682
 
At 0.6 x L = 60.13 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.217            2.580
 
At 0.7 x L = 70.27 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.110            1.959            2.282
 
At 0.8 x L = 80.40 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
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          :       0.859            1.517            1.772
 
At 0.9 x L = 90.53 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
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          :       0.492            0.869            1.018
 

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
   697.5    59.7  3.669  266.1    3.0   2.59   4750.7  0.065T 1.00       -       -     -     -  
H/2     :   2.97
   881.5    59.8  3.809  266.0    3.2   2.68   4937.5  0.063T 1.00       -       -     -     -  
0.1L    :   9.47
  2615.8    61.4  5.233  264.7    4.3   3.67   6875.2  0.045T 1.00       -       -     -     -  
0.2L    :  19.60
  4786.0    63.9  5.642  264.5    4.7   3.95   7696.2  0.042T 1.00   6154.2  6154.2    1.25    -  
0.3L    :  29.73
  6304.9    66.3  5.642  264.7    4.7   3.96   8008.2  0.042T 1.00   6268.8  6268.8    1.28    -  
0.4L    :  39.87
  7213.4    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6306.2  6306.2    1.29    -  
0.5L    :  50.00
  7488.3    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6263.0  6263.0    1.30    -  
0.6L    :  60.13
  7213.4    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6306.2  6306.2    1.29    -  
0.7L    :  70.27
  6304.9    66.3  5.642  264.7    4.7   3.96   8008.2  0.042T 1.00   6268.8  6268.8    1.28    -  
0.8L    :  80.40
  4786.0    63.9  5.642  264.5    4.7   3.95   7696.2  0.042T 1.00   6154.2  6154.2    1.25    -  
0.9L    :  90.53
  2615.8    61.4  5.233  264.7    4.3   3.67   6875.2  0.045T 1.00       -       -     -     -  
H/2     :  97.03
   881.5    59.8  3.809  266.0    3.2   2.68   4937.5  0.063T 1.00       -       -     -     -  
Transfer:  97.67
   697.5    59.7  3.669  266.1    3.0   2.59   4750.7  0.065T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.150
 
  2   2 E  60.00 Ft     0.330
        M   4.00 Fb     0.101
 
  3   2 E  58.00 Ft     0.605
        M   2.00 Fb     0.063
 
  4   2 E   6.00 Ft     0.554
        M   6.00 Fb     0.287
 
  5   2 E   6.00 Ft     0.504
        M   6.00 Fb     0.512
 
  6   2 E   6.00 Ft     0.453
        M   6.00 Fb     0.737
 
  7   2 E   6.00 Ft     0.402
        M   6.00 Fb     0.962
 
  8   2 E   6.00 Ft     0.352
        M   6.00 Fb     1.186
 
  9   2 E   2.00 Ft     0.274
        M   2.00 Fb     1.433
 
 10   2 E   2.00 Ft     0.195
        M   2.00 Fb     1.680
 
 11   2 E   2.00 Ft     0.117
        M   2.00 Fb     1.927
 
 12   2 E   2.00 Ft     0.039
        M   2.00 Fb     2.174
 
 13   2 E   2.00 Ft    -0.039
        M   2.00 Fb     2.421
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.10 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.421     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.039       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)                  8164.18     7488.32     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   0.659     Midspan    1.800   0.139     Midspan
    Pre.Top:   3.600   2.044     Midspan    2.700   1.650     Midspan
    Pre.Bot:   3.600   1.905    Transfer    2.700   2.016    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.023     Bearing
    Pre.Bot:  -0.465  -0.357     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.070     Midspan
    Pre.Bot:                                                             2.400   0.932    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.309            2.306            2.682
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.087      0.00       0.087  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.764   (Calculated)    
Live Moment (1  lane  loaded)  : 0.526   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.134   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.907   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.9    836.8    836.8    836.8    836.8    836.8    836.8    836.8
  Yb      ,  in    28.62    28.15    28.14    28.09    28.00    27.91    27.87    27.87
  MI(Ixx) , in4   424575   431146   431297   432918   435728   438880   440586   440586
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1580.9   1602.1   1602.1   1602.1   1602.1   1602.1   1602.1   1602.1
  Yb      ,  in    47.40    46.92    46.92    46.89    46.85    46.81    46.78    46.78
  MI(Ixx) , in4  1018926  1046075  1046373  1049502  1054649  1060121  1062979  1062979

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:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.47 ft from member end )
END PATTERN (Ycg = 12.31 in):
    12 @  2.000 in    10 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.001 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.002 ft
Holddown Force        =  22.196 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2637.111         740 1951.462     21.043 85225.719  1341.084     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       6.6250      7.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1667     10.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1667     18.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1667     83.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      83.1667     91.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1667     94.1667    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.1667     94.7083    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.7083    100.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.2083    100.7083     No
      2      US#6[M19]       60.00        0.88       6.00     100.7083    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.69 in
         P_init    =     1105.9 kips  Ecc = 25.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.95 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.03 ksi    0.00 ksi
    due to Composite Loads                                 -1.63 ksi    0.00 ksi
    due to Live Loads                                      -4.90 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        11.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.95 ksi  ( 6.10 %)            12.25 ksi ( 6.25 %)
Total Prestress Losses                                    24.20 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   205.4   259.5   768.1  1398.3  1830.1  2086.9  2155.3
            V     134.8   130.4   129.2   117.1    98.8    80.6    55.4    11.1
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   134.8   130.4   129.2   117.1   100.0    83.7    68.1    53.3
            M      -0.0   212.0   267.1   768.1  1319.8  1675.6  1828.3  1792.9
Total     : M+      0.0   472.1   596.7  1771.4  3243.7  4277.7  4896.8  5087.7
            V     251.8   242.0   239.3   212.0   170.1   128.2    79.3    11.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   251.8   242.0   239.3   212.0   171.3   131.3    92.0    53.5
            M      -0.0   478.7   604.3  1771.4  3165.2  4123.2  4638.2  4725.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2086.9  1830.1  1398.3   768.1   259.5   205.4     0.0
            V      55.4    80.6    98.8   117.1   129.2   130.4   134.8
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    68.1    83.7   100.0   117.1   129.2   130.4   134.8
            M    1828.3  1675.6  1319.8   768.1   267.1   212.0     0.0
Total     : M+   4896.8  4277.7  3243.7  1771.4   596.7   472.1     0.0
            V      79.3   128.2   170.1   212.0   239.3   242.0   251.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.0   131.3   171.3   212.0   239.3   242.0   251.8
            M    4638.2  4123.2  3165.2  1771.4   604.3   478.7     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            45.7             45.7
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   164.3   207.6   614.5  1118.7  1464.1  1669.5  1724.3
            V     107.8   104.3   103.4    93.6    79.1    64.5    44.3     8.9
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   107.8   104.3   103.4    93.6    80.0    66.9    54.5    42.6
            M      -0.0   169.6   213.7   614.5  1055.8  1340.5  1462.7  1434.3
Total     : M+      0.0   431.1   544.8  1617.8  2964.1  3911.7  4479.4  4656.6
            V     224.9   215.9   213.5   188.6   150.3   112.1    68.2     9.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   224.9   215.9   213.5   188.6   151.3   114.5    78.4    42.9
            M      -0.0   436.3   550.9  1617.8  2901.2  3788.1  4272.6  4366.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
Diaphragm : M      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1669.5  1464.1  1118.7   614.5   207.6   164.3     0.0
            V      44.3    64.5    79.1    93.6   103.4   104.3   107.8
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    54.5    66.9    80.0    93.6   103.4   104.3   107.8
            M    1462.7  1340.5  1055.8   614.5   213.7   169.6     0.0
Total     : M+   4479.4  3911.7  2964.1  1617.8   544.8   431.1     0.0
            V      68.2   112.1   150.3   188.6   213.5   215.9   224.9
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    78.4   114.5   151.3   188.6   213.5   215.9   224.9
            M    4272.6  3788.1  2901.2  1617.8   550.9   436.3     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   119.8   151.4   450.5   828.3  1098.2  1260.2  1314.1
(Max)       V      52.6    50.1    49.4    42.6    32.0    21.3    10.7     0.0
Self wt.  : M       0.0    86.2   109.0   324.4   596.4   790.7   907.3   946.2
(Min)       V      37.8    36.1    35.6    30.7    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    17.3    21.9    65.2   119.9   158.9   182.4   190.2
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.5    15.8    46.9    86.3   114.4   131.3   136.9
DC(Min)     V       5.5     5.2     5.2     4.4     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   130.2   164.5   489.5   900.0  1193.2  1369.2  1427.8
Haunch (Max)V      57.1    54.4    53.7    46.3    34.7    23.1    11.6     0.0
Deck +    : M       0.0    93.7   118.5   352.4   648.0   859.1   985.8  1028.0
Haunch (Min)V      41.1    39.2    38.7    33.3    25.0    16.7     8.3     0.0
Diaphragm : M       0.0     0.7     0.9     3.0     6.1     9.3    12.5    15.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.1     4.4     6.7     9.0    11.2
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    42.2    53.3   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.4    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    38.4   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.5    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    35.3   105.0   193.0   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.5     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    15.3    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   359.5   454.1  1344.1  2447.1  3202.8  3652.1  3771.8
            V     235.9   228.2   226.1   204.8   173.0   141.1    96.9    19.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   235.9   228.2   226.1   204.8   175.0   146.5   119.2    93.2
            M      -0.0   371.0   467.5  1344.1  2309.6  2932.3  3199.6  3137.5
Total     : M+      0.0   697.5   881.5  2615.8  4786.0  6304.9  7213.4  7488.3
            V     384.2   369.7   365.7   325.2   263.3   201.4   127.3    19.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   384.2   369.7   365.7   325.2   265.3   206.8   149.5    93.5
            M      -0.0   709.1   894.9  2615.8  4648.5  6034.4  6760.9  6854.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1260.2  1098.2   828.3   450.5   151.4   119.8     0.0
(Max)       V      10.7    21.3    32.0    42.6    49.4    50.1    52.6
Self wt.  : M     907.3   790.7   596.4   324.4   109.0    86.2     0.0
(Min)       V       7.7    15.3    23.0    30.7    35.6    36.1    37.8
DL-Prec.  : M     182.4   158.9   119.9    65.2    21.9    17.3     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M     131.3   114.4    86.3    46.9    15.8    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     5.2     5.2     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1369.2  1193.2   900.0   489.5   164.5   130.2     0.0
Haunch (Max)V      11.6    23.1    34.7    46.3    53.7    54.4    57.1
Deck +    : M     985.8   859.1   648.0   352.4   118.5    93.7     0.0
Haunch (Min)V       8.3    16.7    25.0    33.3    38.7    39.2    41.1
Diaphragm : M      12.5     9.3     6.1     3.0     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.0     6.7     4.4     2.1     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     443.5   386.5   291.5   158.6    53.3    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.4    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    38.4    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.5    12.7    13.3
DL-Comp   : M     293.7   255.9   193.0   105.0    35.3    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.5    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    15.3    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3652.1  3202.8  2447.1  1344.1   454.1   359.5     0.0
            V      96.9   141.1   173.0   204.8   226.1   228.2   235.9
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   119.2   146.5   175.0   204.8   226.1   228.2   235.9
            M    3199.6  2932.3  2309.6  1344.1   467.5   371.0     0.0
Total     : M+   7213.4  6304.9  4786.0  2615.8   881.5   697.5     0.0
            V     127.3   201.4   263.3   325.2   365.7   369.7   384.2
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   149.5   206.8   265.3   325.2   365.7   369.7   384.2
            M    6760.9  6034.4  4648.5  2615.8   894.9   709.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            57.1             57.1
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     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    13.9    17.5    52.2    95.9   127.2   145.9   152.1
DC(Max)     V       6.1     5.8     5.7     4.9     3.7     2.5     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   104.1   131.6   391.6   720.0   954.6  1095.3  1142.3
Haunch (Max)V      45.7    43.6    43.0    37.0    27.8    18.5     9.3     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     2.4     4.9     7.4    10.0    12.5
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     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    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     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    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   140.3   177.1   518.3   923.6  1204.1  1348.9  1339.1
            V     107.5   104.3   103.4    94.4    81.2    61.9    48.8    22.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.5   104.3   103.4    94.4    81.2    68.1    54.9    41.8
            M       0.0   140.3   177.1   518.3   923.6  1174.3  1270.4  1212.0
Total     : M+      0.0   407.0   514.2  1521.7  2769.0  3651.7  4158.8  4271.5
            V     224.6   215.9   213.5   189.3   152.5   109.5    72.7    23.0
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   224.6   215.9   213.5   189.3   152.5   115.7    78.9    42.0
            M       0.0   407.0   514.2  1521.7  2769.0  3621.9  4080.3  4144.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
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     145.9   127.2    95.9    52.2    17.5    13.9     0.0
DC(Max)     V       1.2     2.5     3.7     4.9     5.7     5.8     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1095.3   954.6   720.0   391.6   131.6   104.1     0.0
Haunch (Max)V       9.3    18.5    27.8    37.0    43.0    43.6    45.7
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      10.0     7.4     4.9     2.4     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
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     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   1348.9  1204.1   923.6   518.3   177.1   140.3     0.0
            V      48.8    61.9    81.2    94.4   103.4   104.3   107.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.9    68.1    81.2    94.4   103.4   104.3   107.5
            M    1270.4  1174.3   923.6   518.3   177.1   140.3     0.0
Total     : M+   4158.8  3651.7  2769.0  1521.7   514.2   407.0     0.0
            V      72.7   109.5   152.5   189.3   213.5   215.9   224.6
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    78.9   115.7   152.5   189.3   213.5   215.9   224.6
            M    4080.3  3621.9  2769.0  1521.7   514.2   407.0     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.017   0.050   0.092   0.122   0.140   0.146
Bottom        -0.000  -0.011  -0.014  -0.041  -0.074  -0.097  -0.111  -0.115
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.101   0.128   0.379   0.694   0.916   1.048   1.093
Bottom        -0.000  -0.082  -0.103  -0.305  -0.555  -0.729  -0.831  -0.867
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.031   0.057   0.075   0.086   0.089
Precast-top   -0.000   0.006   0.008   0.023   0.043   0.057   0.065   0.068
Bottom        -0.000  -0.018  -0.023  -0.068  -0.124  -0.164  -0.187  -0.195
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.017   0.031   0.041   0.047   0.049
Precast-top   -0.000   0.003   0.004   0.013   0.024   0.031   0.036   0.037
Bottom        -0.000  -0.010  -0.013  -0.038  -0.069  -0.090  -0.103  -0.108
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.187   0.340   0.443   0.504   0.521
Precast-top   -0.000   0.038   0.048   0.141   0.257   0.335   0.382   0.395
Bottom        -0.000  -0.111  -0.140  -0.412  -0.745  -0.970  -1.102  -1.138
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.063   0.079   0.235   0.428   0.559   0.637   0.659 
Precast-top   -0.023   0.115   0.171   0.690   1.306   1.687   1.933   2.044 
Bottom         0.505   1.905   1.833   1.166   0.366  -0.144  -0.461  -0.585 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.016   0.048   0.088   0.116   0.133   0.139 
Precast-top   -0.023   0.077   0.123   0.549   1.049   1.351   1.551   1.650 
Bottom         0.505   2.016   1.973   1.577   1.111   0.826   0.641   0.554 
 

 
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   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 
 
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 = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.017   0.050   0.092   0.122   0.140   0.146
Bottom        -0.000  -0.011  -0.014  -0.041  -0.074  -0.097  -0.111  -0.115
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.101   0.128   0.379   0.694   0.916   1.048   1.093
Bottom        -0.000  -0.082  -0.103  -0.305  -0.555  -0.729  -0.831  -0.867
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.031   0.057   0.075   0.086   0.089
Precast-top   -0.000   0.006   0.008   0.023   0.043   0.057   0.065   0.068
Bottom        -0.000  -0.018  -0.023  -0.068  -0.124  -0.164  -0.187  -0.195
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.017   0.031   0.041   0.047   0.049
Precast-top   -0.000   0.003   0.004   0.013   0.024   0.031   0.036   0.037
Bottom        -0.000  -0.010  -0.013  -0.038  -0.069  -0.090  -0.103  -0.108
 
LL+I(+)
Topping-top   -0.000   0.040   0.051   0.150   0.272   0.354   0.403   0.417
Precast-top   -0.000   0.030   0.038   0.113   0.206   0.268   0.306   0.316
Bottom        -0.000  -0.088  -0.112  -0.329  -0.596  -0.776  -0.882  -0.911
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.053   0.067   0.198   0.360   0.471   0.536   0.555 
Precast-top   -0.023   0.108   0.162   0.662   1.254   1.619   1.856   1.965 
Bottom         0.505   1.927   1.861   1.248   0.515   0.050  -0.241  -0.357 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.126   0.224   0.291   0.326   0.324
Precast-top   -0.000   0.026   0.033   0.095   0.170   0.221   0.247   0.245
Bottom        -0.000  -0.076  -0.095  -0.278  -0.492  -0.638  -0.712  -0.707
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.150   0.268   0.350   0.392   0.393 
Precast-top   -0.011   0.065   0.094   0.370   0.694   0.896   1.022   1.070 
Bottom         0.252   0.932   0.891   0.511   0.063  -0.225  -0.392  -0.430 
 

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
    384.2    6.5   67.4    0.690   4.3   6.00e-3 50.0    393.1     1.395    1.760      0.00
      0.0    0.6   67.1     42.0 0.161      29.5 0.87    12.00     0.101    1.241 
Transfer:   3.00
    369.7    6.5   67.4    3.105  19.5   1.28e-3 33.5    309.8     0.620    1.760      0.00
    709.1    2.6   66.1    189.0 0.152      81.4 2.45    12.00     0.101    1.617 
Critical:   6.16
    349.9    6.5   67.4    3.693  19.5  -0.01e-3 29.0    208.9     0.351    1.760      0.00
   1567.2    3.1   65.9    189.0 0.144     160.3 4.83    12.00     0.101    1.703 
0.1L    :  10.13
    325.2    6.5   67.4    4.428  19.5  -0.01e-3 29.0    181.7     0.307    0.827      0.00
   2615.8    3.7   65.6    189.0 0.134     160.1 4.85    12.00     0.101    1.824 
0.2L    :  20.27
    265.3    6.5   63.9    5.642  19.5   0.50e-3 30.8    166.7     0.321    0.496      0.00
   4648.5    4.0   61.9    189.0 0.114     108.6 3.49    24.00     0.101    1.309 
0.3L    :  30.40
    206.8    6.5   66.3    5.642  19.5   1.53e-3 34.4    137.9     0.293    0.413      0.00
   6034.4    4.0   64.3    189.0 0.084      72.3 2.23    24.00     0.101    1.246 
0.4L    :  40.53
    149.5    6.5   67.6    5.642   0.0   1.99e-3 36.0    102.6     0.227    0.413      0.00
   6760.9    4.0   65.6    189.0 0.065      63.5 1.92    24.00     0.101    1.507 
0.5L    :  50.67
     93.5    6.5   67.6    5.642   0.0   1.75e-3 35.1     35.4     0.101    0.413      0.00
   6854.1    4.0   65.6    189.0 0.041      68.5 2.08    24.00     0.101    2.514 
0.6L    :  60.80
    149.5    6.5   67.6    5.642   0.0   1.99e-3 36.0    102.6     0.227    0.413      0.00
   6760.9    4.0   65.6    189.0 0.065      63.5 1.92    24.00     0.101    1.507 
0.7L    :  70.93
    206.8    6.5   66.3    5.642  19.5   1.53e-3 34.4    137.9     0.293    0.413      0.00
   6034.4    4.0   64.3    189.0 0.084      72.3 2.23    24.00     0.101    1.246 
0.8L    :  81.07
    265.3    6.5   63.9    5.642  19.5   0.50e-3 30.8    166.7     0.321    0.496      0.00
   4648.5    4.0   61.9    189.0 0.114     108.6 3.49    24.00     0.101    1.309 
0.9L    :  91.20
    325.2    6.5   67.4    4.428  19.5  -0.01e-3 29.0    181.7     0.307    0.827      0.00
   2615.8    3.7   65.6    189.0 0.134     160.1 4.85    12.00     0.101    1.824 
Critical:  95.18
    349.9    6.5   67.4    3.693  19.5  -0.01e-3 29.0    208.9     0.351    1.760      0.00
   1567.2    3.1   65.9    189.0 0.144     160.3 4.83    12.00     0.101    1.703 
Transfer:  98.33
    369.7    6.5   67.4    3.105  19.5   1.28e-3 33.5    309.8     0.620    1.760      0.00
    709.1    2.6   66.1    189.0 0.152      81.4 2.45    12.00     0.101    1.617 
Bearing : 100.67
    384.2    6.5   67.4    0.690   4.3   6.00e-3 50.0    393.1     1.395    1.760      0.00
      0.0    0.6   67.1     42.0 0.161      29.5 0.87    12.00     0.101    1.241 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.21
 
 
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
    384.2      6.36     67.43    0.58       67.14    24.00      0.300      1.370      0.000      0.000*
Transfer:      2.33
    369.7      6.21     67.43    2.59       66.14    24.00      0.300      1.320      0.000      1.760 
Critical:      5.49
    350.0      5.90     67.43    3.07       65.90    24.00      0.300      1.217      0.000      1.760 
0.1L    :      9.47
    325.2      5.51     67.43    3.67       65.60    24.00      0.300      1.086      0.000      0.827 
0.2L    :     19.60
    265.3      4.76     63.87    3.95       61.89    24.00      0.300      0.838      0.000      0.496 
0.3L    :     29.73
    206.8      3.57     66.33    3.96       64.35    24.00      0.300      0.440      0.000      0.413 
0.4L    :     39.87
    149.5      2.53     67.56    3.96       65.58    24.00      0.300      0.094      0.000      0.413 
0.5L    :     50.00
     93.5      1.58     67.56    3.96       65.58    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    149.5      2.53     67.56    3.96       65.58    24.00      0.300      0.094      0.000      0.413 
0.7L    :     70.27
    206.8      3.57     66.33    3.96       64.35    24.00      0.300      0.440      0.000      0.413 
0.8L    :     80.40
    265.3      4.76     63.87    3.95       61.89    24.00      0.300      0.838      0.000      0.496 
0.9L    :     90.53
    325.2      5.51     67.43    3.67       65.60    24.00      0.300      1.086      0.000      0.827 
Critical:     94.51
    350.0      5.90     67.43    3.07       65.90    24.00      0.300      1.217      0.000      1.760 
Transfer:     97.67
    369.7      6.21     67.43    2.59       66.14    24.00      0.300      1.320      0.000      1.760 
Bearing :    100.00
    384.2      6.36     67.43    0.58       67.14    24.00      0.300      1.370      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
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          :       0.492            0.869            1.018
 
At 0.2 x L = 19.60 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
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          :       0.859            1.517            1.772
 
At 0.3 x L = 29.73 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.110            1.959            2.282
 
At 0.4 x L = 39.87 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.217            2.580
 
At 0.5 x L = 50.00 ft
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.309            2.306            2.682
 
At 0.6 x L = 60.13 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.217            2.580
 
At 0.7 x L = 70.27 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.110            1.959            2.282
 
At 0.8 x L = 80.40 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
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          :       0.859            1.517            1.772
 
At 0.9 x L = 90.53 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
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          :       0.492            0.869            1.018
 

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
   697.5    59.7  3.669  266.1    3.0   2.59   4750.7  0.065T 1.00       -       -     -     -  
H/2     :   2.97
   881.5    59.8  3.809  266.0    3.2   2.68   4937.5  0.063T 1.00       -       -     -     -  
0.1L    :   9.47
  2615.8    61.4  5.233  264.7    4.3   3.67   6875.2  0.045T 1.00       -       -     -     -  
0.2L    :  19.60
  4786.0    63.9  5.642  264.5    4.7   3.95   7696.2  0.042T 1.00   6154.2  6154.2    1.25    -  
0.3L    :  29.73
  6304.9    66.3  5.642  264.7    4.7   3.96   8008.2  0.042T 1.00   6268.8  6268.8    1.28    -  
0.4L    :  39.87
  7213.4    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6306.2  6306.2    1.29    -  
0.5L    :  50.00
  7488.3    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6263.0  6263.0    1.30    -  
0.6L    :  60.13
  7213.4    67.6  5.642  264.8    4.7   3.96   8164.2  0.042T 1.00   6306.2  6306.2    1.29    -  
0.7L    :  70.27
  6304.9    66.3  5.642  264.7    4.7   3.96   8008.2  0.042T 1.00   6268.8  6268.8    1.28    -  
0.8L    :  80.40
  4786.0    63.9  5.642  264.5    4.7   3.95   7696.2  0.042T 1.00   6154.2  6154.2    1.25    -  
0.9L    :  90.53
  2615.8    61.4  5.233  264.7    4.3   3.67   6875.2  0.045T 1.00       -       -     -     -  
H/2     :  97.03
   881.5    59.8  3.809  266.0    3.2   2.68   4937.5  0.063T 1.00       -       -     -     -  
Transfer:  97.67
   697.5    59.7  3.669  266.1    3.0   2.59   4750.7  0.065T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.150
 
  2   2 E  60.00 Ft     0.330
        M   4.00 Fb     0.101
 
  3   2 E  58.00 Ft     0.605
        M   2.00 Fb     0.063
 
  4   2 E   6.00 Ft     0.554
        M   6.00 Fb     0.287
 
  5   2 E   6.00 Ft     0.504
        M   6.00 Fb     0.512
 
  6   2 E   6.00 Ft     0.453
        M   6.00 Fb     0.737
 
  7   2 E   6.00 Ft     0.402
        M   6.00 Fb     0.962
 
  8   2 E   6.00 Ft     0.352
        M   6.00 Fb     1.186
 
  9   2 E   2.00 Ft     0.274
        M   2.00 Fb     1.433
 
 10   2 E   2.00 Ft     0.195
        M   2.00 Fb     1.680
 
 11   2 E   2.00 Ft     0.117
        M   2.00 Fb     1.927
 
 12   2 E   2.00 Ft     0.039
        M   2.00 Fb     2.174
 
 13   2 E   2.00 Ft    -0.039
        M   2.00 Fb     2.421
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.10 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.421     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.039       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)                  8164.18     7488.32     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   0.659     Midspan    1.800   0.139     Midspan
    Pre.Top:   3.600   2.044     Midspan    2.700   1.650     Midspan
    Pre.Bot:   3.600   1.905    Transfer    2.700   2.016    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.023     Bearing
    Pre.Bot:  -0.465  -0.357     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.070     Midspan
    Pre.Bot:                                                             2.400   0.932    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.309            2.306            2.682
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  3.50 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  100.00
     DC  Line       0.076      0.00       0.076  100.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    50.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 101.333 ft
Release length = 101.333 ft
Design  length = 100.000 ft
 
Kern points:
------------
Upper    =   46.96 in
Lower    =   13.46 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.748   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.902   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.993   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     9.47    19.60    29.73    39.87    50.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.9    836.8    836.8    836.8    836.8    836.8    836.8    836.8
  Yb      ,  in    28.62    28.15    28.14    28.09    28.00    27.91    27.87    27.87
  MI(Ixx) , in4   424575   431146   431297   432918   435728   438880   440586   440586
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1489.3   1510.6   1510.6   1510.6   1510.6   1510.6   1510.6   1510.6
  Yb      ,  in    46.17    45.68    45.68    45.65    45.60    45.56    45.54    45.54
  MI(Ixx) , in4   979694  1005001  1005289  1008311  1013291  1018595  1021370  1021370

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:  26 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 35.47 ft from member end )
END PATTERN (Ycg = 12.31 in):
    12 @  2.000 in    10 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.69 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in    10 @  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     =    5.64 in2      Initial Pull          =     1105.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.945 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.932 ft
Holddown Force        =  22.196 kips     Beam Shrtng (PL/AE)   =      0.350 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)       
--------------------------------------------------------------------------------------
      2637.111         740 1951.462     21.043 85225.719  1341.084     641.412        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       6.6250      7.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1667     10.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1667     18.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      18.1667     28.1667    Yes
      2      US#5[M16]       60.00        0.62      18.00      28.1667     73.1667    Yes
      2      US#5[M16]       60.00        0.62      15.00      73.1667     83.1667    Yes
      2      US#5[M16]       60.00        0.62      12.00      83.1667     91.1667    Yes
      2      US#5[M16]       60.00        0.62       9.00      91.1667     94.1667    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.1667     94.7083    Yes
      2      US#6[M19]       60.00        0.88       6.00      94.7083    100.2083    Yes
      2      US#6[M19]       60.00        0.88       6.00     100.2083    100.7083     No
      2      US#6[M19]       60.00        0.88       6.00     100.7083    101.2083    Yes
      2      US#6[M19]       60.00        0.88       1.50     101.2083    101.3333     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 101.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.6420 in2       Ycg =  3.69 in
         P_init    =     1105.9 kips  Ecc = 25.06 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.95 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.926 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.43 ksi    0.00 ksi
    due to Composite Loads                                 -1.65 ksi    0.00 ksi
    due to Live Loads                                      -5.19 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                        11.41 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.95 ksi  ( 6.10 %)            12.55 ksi ( 6.40 %)
Total Prestress Losses                                    24.50 ksi (12.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    12.7    16.0    47.6    87.6   116.1   133.3   139.0
DC(Max)     V       5.6     5.3     5.2     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.7   115.9   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    37.9    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   215.1   271.8   804.5  1464.6  1916.8  2185.7  2257.4
            V     118.0   114.2   113.1   102.5    86.5    70.6    48.5     9.7
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   118.0   114.2   113.1   102.5    87.6    73.3    59.6    46.6
            M      -0.0   222.0   279.8   804.5  1382.3  1754.9  1914.9  1877.8
Total     : M+      0.0   468.0   591.4  1755.4  3213.3  4235.8  4847.4  5034.1
            V     229.0   220.0   217.5   192.4   154.0   115.6    71.1     9.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   229.0   220.0   217.5   192.4   155.1   118.3    82.2    46.7
            M      -0.0   474.9   599.4  1755.4  3131.0  4073.9  4576.6  4654.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     133.3   116.1    87.6    47.6    16.0    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.2     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   115.9    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    37.9    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   2185.7  1916.8  1464.6   804.5   271.8   215.1     0.0
            V      48.5    70.6    86.5   102.5   113.1   114.2   118.0
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    59.6    73.3    87.6   102.5   113.1   114.2   118.0
            M    1914.9  1754.9  1382.3   804.5   279.8   222.0     0.0
Total     : M+   4847.4  4235.8  3213.3  1755.4   591.4   468.0     0.0
            V      71.1   115.6   154.0   192.4   217.5   220.0   229.0
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    82.2   118.3   155.1   192.4   217.5   220.0   229.0
            M    4576.6  4073.9  3131.0  1755.4   599.4   474.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               42.1             42.1
Deck+Haunch            40.2             40.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.6              5.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           74.0             74.0
DL-Comp.(DW)           40.8             40.8
Live                   97.3             97.3
        Truck          65.3             65.3
        Lane           32.0             32.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     0.0
DL-Prec.  : M       0.0    12.7    16.0    47.6    87.6   116.1   133.3   139.0
DC(Max)     V       5.6     5.3     5.2     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.7   115.9   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    37.9    32.6    24.5    16.3     8.2     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.5     3.7     5.0     6.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     0.0
DL-Comp   : M       0.0    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     0.0
LL + I    : M+      0.0   172.1   217.4   643.6  1171.7  1533.5  1748.6  1805.9
            V      94.4    91.4    90.5    82.0    69.2    56.5    38.8     7.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    94.4    91.4    90.5    82.0    70.0    58.6    47.7    37.3
            M      -0.0   177.6   223.8   643.6  1105.8  1404.0  1531.9  1502.2
Total     : M+      0.0   424.9   537.0  1594.5  2920.4  3852.5  4410.2  4582.6
            V     205.4   197.1   194.9   172.0   136.7   101.5    61.4     7.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   205.4   197.1   194.9   172.0   137.5   103.7    70.3    37.4
            M      -0.0   430.5   543.4  1594.5  2854.6  3723.0  4193.6  4278.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
DL-Prec.  : M     133.3   116.1    87.6    47.6    16.0    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.2     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   115.9    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    37.9    38.4    40.2
Diaphragm : M       5.0     3.7     2.5     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
DL-Comp   : M     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
LL + I    : M+   1748.6  1533.5  1171.7   643.6   217.4   172.1     0.0
            V      38.8    56.5    69.2    82.0    90.5    91.4    94.4
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    47.7    58.6    70.0    82.0    90.5    91.4    94.4
            M    1531.9  1404.0  1105.8   643.6   223.8   177.6     0.0
Total     : M+   4410.2  3852.5  2920.4  1594.5   537.0   424.9     0.0
            V      61.4   101.5   136.7   172.0   194.9   197.1   205.4
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    70.3   103.7   137.5   172.0   194.9   197.1   205.4
            M    4193.6  3723.0  2854.6  1594.5   543.4   430.5     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0   119.8   151.4   450.5   828.3  1098.2  1260.2  1314.1
(Max)       V      52.6    50.1    49.4    42.6    32.0    21.3    10.7     0.0
Self wt.  : M       0.0    86.2   109.0   324.4   596.4   790.7   907.3   946.2
(Min)       V      37.8    36.1    35.6    30.7    23.0    15.3     7.7     0.0
DL-Prec.  : M       0.0    15.8    20.0    59.5   109.5   145.2   166.6   173.7
DC(Max)     V       6.9     6.6     6.5     5.6     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0    11.4    14.4    42.9    78.8   104.5   119.9   125.1
DC(Min)     V       5.0     4.8     4.7     4.1     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   114.6   144.9   431.1   792.7  1050.9  1205.9  1257.5
Haunch (Max)V      50.3    48.0    47.3    40.8    30.6    20.4    10.2     0.0
Deck +    : M       0.0    82.5   104.3   310.4   570.7   756.7   868.2   905.4
Haunch (Min)V      36.2    34.5    34.1    29.4    22.0    14.7     7.3     0.0
Diaphragm : M       0.0     0.4     0.5     1.5     3.1     4.6     6.2     7.8
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.1     2.2     3.3     4.5     5.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.2    53.3   158.6   291.5   386.5   443.5   462.5
DC(Max)     V      18.5    17.6    17.4    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    30.4    38.4   114.2   209.9   278.3   319.3   333.0
DC(Min)     V      13.3    12.7    12.5    10.8     8.1     5.4     2.7     0.0
DL-Comp   : M       0.0    27.9    35.3   105.0   193.0   255.9   293.7   306.3
DW(Max)     V      12.3    11.7    11.5     9.9     7.4     5.0     2.5     0.0
DL-Comp   : M       0.0    12.1    15.3    45.5    83.7   110.9   127.3   132.7
DW(Min)     V       5.3     5.1     5.0     4.3     3.2     2.2     1.1     0.0
LL + I    : M+      0.0   376.5   475.7  1407.8  2563.0  3354.4  3825.0  3950.5
            V     206.5   199.8   198.0   179.4   151.4   123.5    84.9    17.0
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   206.5   199.8   198.0   179.4   153.2   128.2   104.4    81.6
            M      -0.0   388.5   489.6  1407.8  2419.0  3071.1  3351.1  3286.1
Total     : M+      0.0   697.2   881.0  2614.0  4781.1  6295.9  7201.0  7472.4
            V     347.2   334.0   330.4   293.5   237.1   180.7   113.5    17.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   347.2   334.0   330.4   293.5   238.8   185.4   133.0    81.7
            M      -0.0   709.2   895.0  2614.0  4637.1  6012.6  6727.1  6808.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1260.2  1098.2   828.3   450.5   151.4   119.8     0.0
(Max)       V      10.7    21.3    32.0    42.6    49.4    50.1    52.6
Self wt.  : M     907.3   790.7   596.4   324.4   109.0    86.2     0.0
(Min)       V       7.7    15.3    23.0    30.7    35.6    36.1    37.8
DL-Prec.  : M     166.6   145.2   109.5    59.5    20.0    15.8     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.5     6.6     6.9
DL-Prec.  : M     119.9   104.5    78.8    42.9    14.4    11.4     0.0
DC(Min)     V       1.0     2.0     3.0     4.1     4.7     4.8     5.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1205.9  1050.9   792.7   431.1   144.9   114.6     0.0
Haunch (Max)V      10.2    20.4    30.6    40.8    47.3    48.0    50.3
Deck +    : M     868.2   756.7   570.7   310.4   104.3    82.5     0.0
Haunch (Min)V       7.3    14.7    22.0    29.4    34.1    34.5    36.2
Diaphragm : M       6.2     4.6     3.1     1.5     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.5     3.3     2.2     1.1     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     443.5   386.5   291.5   158.6    53.3    42.2     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.4    17.6    18.5
DL-Comp   : M     319.3   278.3   209.9   114.2    38.4    30.4     0.0
DC(Min)     V       2.7     5.4     8.1    10.8    12.5    12.7    13.3
DL-Comp   : M     293.7   255.9   193.0   105.0    35.3    27.9     0.0
DW(Max)     V       2.5     5.0     7.4     9.9    11.5    11.7    12.3
DL-Comp   : M     127.3   110.9    83.7    45.5    15.3    12.1     0.0
DW(Min)     V       1.1     2.2     3.2     4.3     5.0     5.1     5.3
LL + I    : M+   3825.0  3354.4  2563.0  1407.8   475.7   376.5     0.0
            V      84.9   123.5   151.4   179.4   198.0   199.8   206.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   104.4   128.2   153.2   179.4   198.0   199.8   206.5
            M    3351.1  3071.1  2419.0  1407.8   489.6   388.5     0.0
Total     : M+   7201.0  6295.9  4781.1  2614.0   881.0   697.2     0.0
            V     113.5   180.7   237.1   293.5   330.4   334.0   347.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   133.0   185.4   238.8   293.5   330.4   334.0   347.2
            M    6727.1  6012.6  4637.1  2614.0   895.0   709.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           61.3             61.3
Live                  170.2            170.2
        Truck         114.2            114.2
        Lane           56.0             56.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
Self wt.  : M       0.0    95.8   121.1   360.4   662.7   878.6  1008.1  1051.3
(Max)       V      42.1    40.1    39.6    34.1    25.6    17.0     8.5     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    12.7    16.0    47.6    87.6   116.1   133.3   139.0
DC(Max)     V       5.6     5.3     5.2     4.5     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    91.7   115.9   344.9   634.1   840.7   964.7  1006.0
Haunch (Max)V      40.2    38.4    37.9    32.6    24.5    16.3     8.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.2     2.5     3.7     5.0     6.2
(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    33.7    42.6   126.8   233.2   309.2   354.8   370.0
DC(Max)     V      14.8    14.1    13.9    12.0     9.0     6.0     3.0     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    18.6    23.5    70.0   128.7   170.6   195.8   204.2
DW(Max)     V       8.2     7.8     7.7     6.6     5.0     3.3     1.7     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   213.2   269.1   787.7  1403.7  1830.0  2050.0  2035.2
            V     117.7   114.1   113.2   103.3    88.9    67.8    53.4    24.9
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   117.7   114.1   113.2   103.3    88.9    74.5    60.1    45.7
            M       0.0   213.2   269.1   787.7  1403.7  1784.7  1930.8  1841.9
Total     : M+      0.0   466.0   588.7  1738.7  3152.5  4149.0  4711.7  4811.9
            V     228.6   219.9   217.5   193.3   156.4   112.8    76.0    25.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   228.6   219.9   217.5   193.3   156.4   119.6    82.7    45.9
            M       0.0   466.0   588.7  1738.7  3152.5  4103.7  4592.4  4618.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    60.13   70.27   80.40   90.53   97.03   97.67  100.00
Self wt.  : M    1008.1   878.6   662.7   360.4   121.1    95.8     0.0
(Max)       V       8.5    17.0    25.6    34.1    39.6    40.1    42.1
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     133.3   116.1    87.6    47.6    16.0    12.7     0.0
DC(Max)     V       1.1     2.3     3.4     4.5     5.2     5.3     5.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     964.7   840.7   634.1   344.9   115.9    91.7     0.0
Haunch (Max)V       8.2    16.3    24.5    32.6    37.9    38.4    40.2
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       5.0     3.7     2.5     1.2     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     354.8   309.2   233.2   126.8    42.6    33.7     0.0
DC(Max)     V       3.0     6.0     9.0    12.0    13.9    14.1    14.8
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     195.8   170.6   128.7    70.0    23.5    18.6     0.0
DW(Max)     V       1.7     3.3     5.0     6.6     7.7     7.8     8.2
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+   2050.0  1830.0  1403.7   787.7   269.1   213.2     0.0
            V      53.4    67.8    88.9   103.3   113.2   114.1   117.7
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    60.1    74.5    88.9   103.3   113.2   114.1   117.7
            M    1930.8  1784.7  1403.7   787.7   269.1   213.2     0.0
Total     : M+   4711.7  4149.0  3152.5  1738.7   588.7   466.0     0.0
            V      76.0   112.8   156.4   193.3   217.5   219.9   228.6
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    82.7   119.6   156.4   193.3   217.5   219.9   228.6
            M    4592.4  4103.7  3152.5  1738.7   588.7   466.0     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   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.016   0.046   0.084   0.111   0.128   0.133
Bottom        -0.000  -0.010  -0.013  -0.037  -0.068  -0.089  -0.101  -0.105
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.089   0.112   0.334   0.611   0.807   0.923   0.963
Bottom        -0.000  -0.072  -0.091  -0.269  -0.489  -0.642  -0.732  -0.764
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.009   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.018  -0.023  -0.069  -0.126  -0.166  -0.190  -0.198
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.027   0.035   0.040   0.042
Bottom        -0.000  -0.010  -0.013  -0.038  -0.070  -0.092  -0.105  -0.109
 
LL+I(+)
Topping-top   -0.000   0.057   0.073   0.214   0.389   0.507   0.578   0.597
Precast-top   -0.000   0.044   0.056   0.166   0.302   0.394   0.448   0.463
Bottom        -0.000  -0.117  -0.148  -0.437  -0.791  -1.029  -1.169  -1.208
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.071   0.090   0.267   0.485   0.635   0.723   0.748 
Precast-top   -0.023   0.110   0.164   0.668   1.265   1.632   1.869   1.976 
Bottom         0.505   1.909   1.838   1.180   0.392  -0.108  -0.419  -0.540 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.018   0.052   0.096   0.127   0.145   0.152 
Precast-top   -0.023   0.065   0.108   0.502   0.964   1.238   1.421   1.513 
Bottom         0.505   2.026   1.986   1.617   1.183   0.921   0.750   0.668 
 

 
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   10.13   20.27   30.40   40.53   50.67   35.47
 
Beam-Self
Precast-top    0.120   0.376   0.666   0.870   0.992   1.033   0.941 
Bottom        -0.097  -0.303  -0.533  -0.692  -0.787  -0.819  -0.747 
 
Prestress
Precast-top   -0.160  -0.305  -0.510  -0.711  -0.810  -0.810  -0.810 
Bottom         2.518   2.630   2.787   2.939   3.013   3.013   3.013 
 
Total
Precast-top   -0.039   0.071   0.156   0.159   0.181   0.223   0.130 
Bottom         2.421   2.328   2.254   2.247   2.226   2.194   2.266 
 
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 = 12.15 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
 
Prestress
Precast-top   -0.023  -0.140  -0.152  -0.268  -0.448  -0.625  -0.712  -0.712
Bottom         0.505   2.212   2.221   2.311   2.448   2.582   2.647   2.647
 
Self wt.
Precast-top   -0.000   0.093   0.117   0.349   0.639   0.843   0.965   1.006
Bottom        -0.000  -0.075  -0.095  -0.281  -0.511  -0.671  -0.765  -0.798
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.016   0.046   0.084   0.111   0.128   0.133
Bottom        -0.000  -0.010  -0.013  -0.037  -0.068  -0.089  -0.101  -0.105
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.089   0.112   0.334   0.611   0.807   0.923   0.963
Bottom        -0.000  -0.072  -0.091  -0.269  -0.489  -0.642  -0.732  -0.764
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.034   0.062   0.082   0.094   0.098
Precast-top   -0.000   0.007   0.009   0.026   0.048   0.064   0.073   0.076
Bottom        -0.000  -0.018  -0.023  -0.069  -0.126  -0.166  -0.190  -0.198
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.019   0.034   0.045   0.052   0.054
Precast-top   -0.000   0.004   0.005   0.014   0.027   0.035   0.040   0.042
Bottom        -0.000  -0.010  -0.013  -0.038  -0.070  -0.092  -0.105  -0.109
 
LL+I(+)
Topping-top   -0.000   0.046   0.058   0.172   0.311   0.406   0.462   0.477
Precast-top   -0.000   0.036   0.045   0.133   0.241   0.315   0.359   0.371
Bottom        -0.000  -0.094  -0.119  -0.350  -0.633  -0.823  -0.936  -0.966
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.076   0.224   0.407   0.533   0.608   0.629 
Precast-top   -0.023   0.101   0.153   0.635   1.205   1.553   1.780   1.884 
Bottom         0.505   1.933   1.868   1.267   0.551   0.097  -0.185  -0.298 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    9.47   19.60   29.73   39.87   50.00
F_LL+I(+)
Topping-top   -0.000   0.057   0.072   0.210   0.373   0.484   0.542   0.538
Precast-top   -0.000   0.044   0.056   0.163   0.289   0.376   0.421   0.418
Bottom        -0.000  -0.116  -0.147  -0.428  -0.758  -0.982  -1.097  -1.089
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.064   0.081   0.236   0.421   0.548   0.614   0.614 
Precast-top   -0.011   0.077   0.110   0.414   0.771   0.995   1.131   1.174 
Bottom         0.252   0.897   0.846   0.380  -0.166  -0.522  -0.722  -0.755 
 

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
    347.2    6.5   67.4    0.692   4.3   6.00e-3 50.0    352.0     1.250    1.760      0.00
      0.0    0.7   67.1     42.0 0.146      29.5 0.87    12.00     0.101    1.372 
Transfer:   3.00
    334.0    6.5   67.4    3.113  19.5   0.46e-3 30.6    233.0     0.418    1.760      0.00
    709.2    2.9   66.0    189.0 0.137     118.6 3.57    12.00     0.101    1.785 
Critical:   6.14
    316.0    6.5   67.4    3.700  19.5  -0.03e-3 28.9    169.5     0.285    1.760      0.00
   1562.5    3.5   65.7    189.0 0.129     162.1 4.90    12.00     0.101    1.879 
0.1L    :  10.13
    293.5    6.5   67.4    4.438  19.5  -0.02e-3 28.9    146.0     0.247    0.827      0.00
   2614.0    4.2   65.3    189.0 0.120     160.6 4.88    24.00     0.101    2.014 
0.2L    :  20.27
    238.8    6.5   63.9    5.642  19.5   0.35e-3 30.2    127.9     0.242    0.496      0.00
   4637.1    4.5   61.6    189.0 0.102     118.0 3.81    24.00     0.101    1.507 
0.3L    :  30.40
    185.4    6.5   66.3    5.642  19.5   1.40e-3 33.9    111.0     0.233    0.413      0.00
   6012.6    4.5   64.1    189.0 0.075      75.5 2.34    24.00     0.101    1.418 
0.4L    :  40.53
    133.0    6.5   67.6    5.642   0.0   1.88e-3 35.6     82.4     0.180    0.413      0.00
   6727.1    4.5   65.3    189.0 0.058      65.4 1.99    24.00     0.101    1.719 
0.5L    :  50.67
     81.7    6.5   67.6    5.642   0.0   1.66e-3 34.8     20.5     0.101    0.413      0.00
   6808.1    4.5   65.3    189.0 0.036      70.4 2.14    24.00     0.101    2.913 
0.6L    :  60.80
    133.0    6.5   67.6    5.642   0.0   1.88e-3 35.6     82.4     0.180    0.413      0.00
   6727.1    4.5   65.3    189.0 0.058      65.4 1.99    24.00     0.101    1.719 
0.7L    :  70.93
    185.4    6.5   66.3    5.642  19.5   1.40e-3 33.9    111.0     0.233    0.413      0.00
   6012.6    4.5   64.1    189.0 0.075      75.5 2.34    24.00     0.101    1.418 
0.8L    :  81.07
    238.8    6.5   63.9    5.642  19.5   0.35e-3 30.2    127.9     0.242    0.496      0.00
   4637.1    4.5   61.6    189.0 0.102     118.0 3.81    24.00     0.101    1.507 
0.9L    :  91.20
    293.5    6.5   67.4    4.438  19.5  -0.02e-3 28.9    146.0     0.247    0.827      0.00
   2614.0    4.2   65.3    189.0 0.120     160.6 4.88    24.00     0.101    2.014 
Critical:  95.19
    316.0    6.5   67.4    3.700  19.5  -0.03e-3 28.9    169.5     0.285    1.760      0.00
   1562.5    3.5   65.7    189.0 0.129     162.1 4.90    12.00     0.101    1.879 
Transfer:  98.33
    334.0    6.5   67.4    3.113  19.5   0.46e-3 30.6    233.0     0.418    1.760      0.00
    709.2    2.9   66.0    189.0 0.137     118.6 3.57    12.00     0.101    1.785 
Bearing : 100.67
    347.2    6.5   67.4    0.692   4.3   6.00e-3 50.0    352.0     1.250    1.760      0.00
      0.0    0.7   67.1     42.0 0.146      29.5 0.87    12.00     0.101    1.372 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1105.94
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.21
 
 
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
    347.2      5.75     67.43    0.66       67.10    24.00      0.300      1.167      0.000      0.000*
Transfer:      2.33
    334.0      5.63     67.43    2.95       65.96    24.00      0.300      1.126      0.000      1.760 
Critical:      5.47
    316.1      5.35     67.43    3.49       65.69    24.00      0.300      1.033      0.000      1.760 
0.1L    :      9.47
    293.5      4.99     67.43    4.18       65.34    24.00      0.300      0.913      0.000      0.827 
0.2L    :     19.60
    238.8      4.31     63.87    4.49       61.62    24.00      0.300      0.686      0.000      0.496 
0.3L    :     29.73
    185.4      3.21     66.33    4.49       64.08    24.00      0.300      0.321      0.000      0.413 
0.4L    :     39.87
    133.0      2.26     67.56    4.49       65.31    24.00      0.300      0.004      0.000      0.413 
0.5L    :     50.00
     81.7      1.39     67.56    4.49       65.31    24.00      0.300      0.000      0.000      0.413 
0.6L    :     60.13
    133.0      2.26     67.56    4.49       65.31    24.00      0.300      0.004      0.000      0.413 
0.7L    :     70.27
    185.4      3.21     66.33    4.49       64.08    24.00      0.300      0.321      0.000      0.413 
0.8L    :     80.40
    238.8      4.31     63.87    4.49       61.62    24.00      0.300      0.686      0.000      0.496 
0.9L    :     90.53
    293.5      4.99     67.43    4.18       65.34    24.00      0.300      0.913      0.000      0.827 
Critical:     94.53
    316.1      5.35     67.43    3.49       65.69    24.00      0.300      1.033      0.000      1.760 
Transfer:     97.67
    334.0      5.63     67.43    2.95       65.96    24.00      0.300      1.126      0.000      1.760 
Bearing :    100.00
    347.2      5.75     67.43    0.66       67.10    24.00      0.300      1.167      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.47 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
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          :       0.492            0.869            1.018
 
At 0.2 x L = 19.60 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
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          :       0.859            1.517            1.772
 
At 0.3 x L = 29.73 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.110            1.959            2.282
 
At 0.4 x L = 39.87 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.217            2.580
 
At 0.5 x L = 50.00 ft
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.309            2.306            2.682
 
At 0.6 x L = 60.13 ft
Prestress      :       2.197  1.80      3.955  2.20      4.834
Self Wt.       :      -0.939  1.85     -1.737  2.40     -2.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.258            2.217            2.580
 
At 0.7 x L = 70.27 ft
Prestress      :       1.915  1.80      3.448  2.20      4.214
Self Wt.       :      -0.805  1.85     -1.489  2.40     -1.932
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.110            1.959            2.282
 
At 0.8 x L = 80.40 ft
Prestress      :       1.451  1.80      2.612  2.20      3.193
Self Wt.       :      -0.592  1.85     -1.096  2.40     -1.421
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          :       0.859            1.517            1.772
 
At 0.9 x L = 90.53 ft
Prestress      :       0.807  1.80      1.452  2.20      1.774
Self Wt.       :      -0.315  1.85     -0.583  2.40     -0.756
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          :       0.492            0.869            1.018
 

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
   697.2    59.7  3.679  265.6    3.5   2.95   4739.1  0.057T 1.00       -       -     -     -  
H/2     :   2.97
   881.0    59.8  3.819  265.5    3.6   3.06   4924.3  0.055T 1.00       -       -     -     -  
0.1L    :   9.47
  2614.0    61.4  5.244  264.0    4.9   4.18   6842.4  0.039T 1.00       -       -     -     -  
0.2L    :  19.60
  4781.1    63.9  5.642  263.7    5.3   4.49   7641.4  0.036T 1.00   6134.7  6134.7    1.25    -  
0.3L    :  29.73
  6295.9    66.3  5.642  264.0    5.3   4.49   7953.2  0.036T 1.00   6267.6  6267.6    1.27    -  
0.4L    :  39.87
  7201.0    67.6  5.642  264.1    5.3   4.49   8109.1  0.036T 1.00   6316.4  6316.4    1.28    -  
0.5L    :  50.00
  7472.4    67.6  5.642  264.1    5.3   4.49   8109.1  0.036T 1.00   6278.1  6278.1    1.29    -  
0.6L    :  60.13
  7201.0    67.6  5.642  264.1    5.3   4.49   8109.1  0.036T 1.00   6316.4  6316.4    1.28    -  
0.7L    :  70.27
  6295.9    66.3  5.642  264.0    5.3   4.49   7953.2  0.036T 1.00   6267.6  6267.6    1.27    -  
0.8L    :  80.40
  4781.1    63.9  5.642  263.7    5.3   4.49   7641.4  0.036T 1.00   6134.7  6134.7    1.25    -  
0.9L    :  90.53
  2614.0    61.4  5.244  264.0    4.9   4.18   6842.4  0.039T 1.00       -       -     -     -  
H/2     :  97.03
   881.0    59.8  3.819  265.5    3.6   3.06   4924.3  0.055T 1.00       -       -     -     -  
Transfer:  97.67
   697.2    59.7  3.679  265.6    3.5   2.95   4739.1  0.057T 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 1-13; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.150
 
  2   2 E  60.00 Ft     0.330
        M   4.00 Fb     0.101
 
  3   2 E  58.00 Ft     0.605
        M   2.00 Fb     0.063
 
  4   2 E   6.00 Ft     0.554
        M   6.00 Fb     0.287
 
  5   2 E   6.00 Ft     0.504
        M   6.00 Fb     0.512
 
  6   2 E   6.00 Ft     0.453
        M   6.00 Fb     0.737
 
  7   2 E   6.00 Ft     0.402
        M   6.00 Fb     0.962
 
  8   2 E   6.00 Ft     0.352
        M   6.00 Fb     1.186
 
  9   2 E   2.00 Ft     0.274
        M   2.00 Fb     1.433
 
 10   2 E   2.00 Ft     0.195
        M   2.00 Fb     1.680
 
 11   2 E   2.00 Ft     0.117
        M   2.00 Fb     1.927
 
 12   2 E   2.00 Ft     0.039
        M   2.00 Fb     2.174
 
 13   2 E   2.00 Ft    -0.039
        M   2.00 Fb     2.421
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 101.33            Release Length, ft: 101.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  26
No. of strands, Draped:   4           No. of strands, Straight:  22
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  6.10 %               Final losses: 12.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.421     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.039       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)                  8109.13     7472.38     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   0.748     Midspan    1.800   0.152     Midspan
    Pre.Top:   3.600   1.976     Midspan    2.700   1.513     Midspan
    Pre.Bot:   3.600   1.909    Transfer    2.700   2.026    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.023     Bearing
    Pre.Bot:  -0.465  -0.298     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.174     Midspan
    Pre.Bot:                                                             2.400   0.897    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  50.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       2.295  1.80      4.131  2.20      5.049
Self Wt.       :      -0.986  1.85     -1.824  2.40     -2.367
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.309            2.306            2.682
 
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

