 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE95 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 95 feet, girder spacing is 9.25 feet, and deck overhang width is 3 feet 
                     and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are at 0.4*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 2.75 feet and 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_528a.tmp\BTE95-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   4982053.00
 
SPAN DATA
---------
Precast length    , ft =     96.330
Bearing-to-bearing, ft =     95.000
Release span      , ft =     96.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052   95.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076   95.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087   95.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035   95.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076   95.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   47.500
   1    2        0.500   47.500
   1    3        0.500   47.500
   1    4        0.500   47.500
   1    5        0.250   47.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   95.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   95.00   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    0.061     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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 12.83 in):
 
  12 @  2.000 in 8 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 8 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 17.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.1670 27.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.1670 69.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.1631 79.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.1631 86.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.1631 89.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 89.1631 89.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 89.7050 95.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 95.2050 95.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 95.7050 96.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2050 96.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 12.83 in):
 
  12 @  2.000 in 8 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 8 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 17.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.1670 27.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.1670 69.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.1631 79.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.1631 86.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.1631 89.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 89.1631 89.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 89.7050 95.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 95.2050 95.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 95.7050 96.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2050 96.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 12.83 in):
 
  12 @  2.000 in 8 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 8 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 17.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.1670 27.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.1670 69.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.1631 79.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.1631 86.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.1631 89.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 89.1631 89.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 89.7050 95.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 95.2050 95.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 95.7050 96.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2050 96.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 12.83 in):
 
  12 @  2.000 in 8 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 8 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 17.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.1670 27.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.1670 69.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.1631 79.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.1631 86.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.1631 89.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 89.1631 89.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 89.7050 95.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 95.2050 95.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 95.7050 96.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2050 96.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.53 ft from member end )
 
END PATTERN (Ycg = 12.83 in):
 
  12 @  2.000 in 8 @  6.000 in 2 @ 58.000 in 2 @ 60.000 in 
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in   
 
(B) Straight:
 
  12 @  2.000 in 8 @  6.000 in   
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50  0.0000  0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  0.1250  0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00  0.6250  1.1250 No        
       2 US#6[M19]  60.0  0.88    6.00  1.1250  6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50  6.6250  7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00  7.1670 10.1670 Yes       
       2 US#5[M16]  60.0  0.62   12.00 10.1670 17.1670 Yes       
       2 US#5[M16]  60.0  0.62   15.00 17.1670 27.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00 27.1670 69.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00 69.1631 79.1631 Yes       
       2 US#5[M16]  60.0  0.62   12.00 79.1631 86.1631 Yes       
       2 US#5[M16]  60.0  0.62    9.00 86.1631 89.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 89.1631 89.7050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 89.7050 95.2050 Yes       
       2 US#6[M19]  60.0  0.88    6.00 95.2050 95.7050 No        
       2 US#6[M19]  60.0  0.88    6.00 95.7050 96.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 96.2050 96.3300 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   95.00
     DC  Line       0.052      0.00       0.052   95.00
     DC  Line       0.076      0.00       0.076   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 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)  : 0.758   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.899   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.990   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.4    834.5    834.5    834.5    834.5    834.5    834.5    834.5
  Yb      ,  in    28.63    28.21    28.20    28.16    28.08    28.01    27.93    27.93
  MI(Ixx) , in4   424332   430056   430191   431527   433904   436567   439515   439515
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1488.9   1508.5   1508.5   1508.5   1508.5   1508.5   1508.5   1508.5
  Yb      ,  in    46.18    45.74    45.73    45.71    45.67    45.63    45.59    45.59
  MI(Ixx) , in4   978938  1001651  1001912  1004441  1008721  1013271  1018091  1018091

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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 12.83 in):
    12 @  2.000 in     8 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.935 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.919 ft
Holddown Force        =  20.457 kips     Beam Shrtng (PL/AE)   =      0.308 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)       
--------------------------------------------------------------------------------------
      2314.173         740 1712.488     20.004 81017.719  1281.301     609.763        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     17.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.1670     27.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1670     69.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.1631     79.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.1631     86.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.1631     89.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      89.1631     89.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      89.7050     95.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.2050     95.7050     No
      2      US#6[M19]       60.00        0.88       6.00      95.7050     96.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2050     96.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.33 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.825 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.28 ksi    0.00 ksi
    due to Composite Loads                                 -1.50 ksi    0.00 ksi
    due to Live Loads                                      -4.87 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                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.33 ksi  ( 5.78 %)            12.29 ksi ( 6.27 %)
Total Prestress Losses                                    23.61 ksi (12.05 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    17.7    22.3    62.9   115.9   153.8   176.5   184.1
DC(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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    87.1   109.9   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    35.8    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   211.1   266.5   748.4  1363.9  1784.2  2034.0  2099.2
            V     115.6   111.7   110.6   100.4    84.9    69.3    47.8    32.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.6   111.7   110.6   100.4    85.8    71.8    58.4    45.6
            M      -0.0   217.6   273.8   748.4  1289.6  1638.1  1787.2  1750.8
Total     : M+      0.0   456.8   576.7  1624.6  2978.0  3925.8  4492.5  4664.2
            V     223.5   214.2   211.7   188.0   150.5   113.1    69.8    32.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   223.5   214.2   211.7   188.0   151.5   115.6    80.4    45.7
            M      -0.0   463.3   584.1  1624.6  2903.7  3779.7  4245.7  4315.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     176.5   153.8   115.9    62.9    22.3    17.7     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5   109.9    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    35.8    36.3    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   2034.0  1784.2  1363.9   748.4   266.5   211.1     0.0
            V      47.8    69.3    84.9   100.4   110.6   111.7   115.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.4    71.8    85.8   100.4   110.6   111.7   115.6
            M    1787.2  1638.1  1289.6   748.4   273.8   217.6    -0.0
Total     : M+   4492.5  3925.8  2978.0  1624.6   576.7   456.8     0.0
            V      69.8   113.1   150.5   188.0   211.7   214.2   223.5
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    80.4   115.6   151.5   188.0   211.7   214.2   223.5
            M    4245.7  3779.7  2903.7  1624.6   584.1   463.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.9             39.9
Deck+Haunch            38.2             38.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.8              7.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    17.7    22.3    62.9   115.9   153.8   176.5   184.1
DC(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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    87.1   109.9   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    35.8    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   168.9   213.2   598.7  1091.1  1427.4  1627.2  1679.4
            V      92.5    89.3    88.5    80.4    67.9    55.4    38.2    25.8
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    92.5    89.3    88.5    80.4    68.7    57.5    46.7    36.5
            M      -0.0   174.0   219.1   598.7  1031.7  1310.5  1429.7  1400.7
Total     : M+      0.0   414.6   523.4  1474.9  2705.2  3568.9  4085.7  4244.3
            V     200.4   191.9   189.6   167.9   133.6    99.2    60.2    25.9
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   200.4   191.9   189.6   167.9   134.3   101.3    68.7    36.6
            M      -0.0   419.7   529.3  1474.9  2645.8  3452.0  3888.2  3965.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     176.5   153.8   115.9    62.9    22.3    17.7     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5   109.9    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    35.8    36.3    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1627.2  1427.4  1091.1   598.7   213.2   168.9     0.0
            V      38.2    55.4    67.9    80.4    88.5    89.3    92.5
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    46.7    57.5    68.7    80.4    88.5    89.3    92.5
            M    1429.7  1310.5  1031.7   598.7   219.1   174.0    -0.0
Total     : M+   4085.7  3568.9  2705.2  1474.9   523.4   414.6     0.0
            V      60.2    99.2   133.6   167.9   189.6   191.9   200.4
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    68.7   101.3   134.3   167.9   189.6   191.9   200.4
            M    3888.2  3452.0  2645.8  1474.9   529.3   419.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   113.7   143.6   405.6   747.0   990.9  1137.2  1186.0
(Max)       V      49.9    47.5    46.8    40.5    30.4    20.3    10.1     0.0
Self wt.  : M       0.0    81.9   103.4   292.0   537.8   713.4   818.8   853.9
(Min)       V      36.0    34.2    33.7    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    22.1    27.9    78.7   144.9   192.2   220.6   230.1
DC(Max)     V       9.7     9.2     9.1     7.9     5.9     3.9     2.0     0.0
DL-Prec.  : M       0.0    15.9    20.1    56.7   104.3   138.4   158.9   165.7
DC(Min)     V       7.0     6.6     6.5     5.7     4.2     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   108.8   137.4   388.1   714.8   948.2  1088.2  1134.9
Haunch (Max)V      47.8    45.4    44.8    38.8    29.1    19.4     9.7     0.0
Deck +    : M       0.0    78.4    99.0   279.4   514.7   682.7   783.5   817.1
Haunch (Min)V      34.4    32.7    32.3    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.4     2.9     4.4     5.9     7.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.3     5.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.0    50.5   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.5    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    36.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    11.9    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    33.5    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    10.9     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    14.5    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.7     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   369.5   466.3  1309.7  2386.8  3122.4  3559.4  3673.7
            V     202.3   195.4   193.5   175.8   148.5   121.2    83.7    56.4
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   202.3   195.4   193.5   175.8   150.2   125.7   102.2    79.8
            M      -0.0   380.7   479.2  1309.7  2256.8  2866.7  3127.6  3064.0
Total     : M+      0.0   681.0   859.7  2420.6  4433.4  5837.8  6676.7  6925.9
            V     339.1   325.5   321.8   286.8   231.8   176.8   111.5    56.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   339.1   325.5   321.8   286.8   233.5   181.2   130.1    80.0
            M      -0.0   692.3   872.6  2420.6  4303.4  5582.1  6244.8  6316.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M    1137.2   990.9   747.0   405.6   143.6   113.7     0.0
(Max)       V      10.1    20.3    30.4    40.5    46.8    47.5    49.9
Self wt.  : M     818.8   713.4   537.8   292.0   103.4    81.9     0.0
(Min)       V       7.3    14.6    21.9    29.2    33.7    34.2    36.0
DL-Prec.  : M     220.6   192.2   144.9    78.7    27.9    22.1     0.0
DC(Max)     V       2.0     3.9     5.9     7.9     9.1     9.2     9.7
DL-Prec.  : M     158.9   138.4   104.3    56.7    20.1    15.9     0.0
DC(Min)     V       1.4     2.8     4.2     5.7     6.5     6.6     7.0
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    1088.2   948.2   714.8   388.1   137.4   108.8     0.0
Haunch (Max)V       9.7    19.4    29.1    38.8    44.8    45.4    47.8
Deck +    : M     783.5   682.7   514.7   279.4    99.0    78.4     0.0
Haunch (Min)V       7.0    14.0    20.9    27.9    32.3    32.7    34.4
Diaphragm : M       5.9     4.4     2.9     1.4     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     400.2   348.7   262.9   142.7    50.5    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.5    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    36.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    11.9    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    33.5    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    10.9    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    14.5    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.7     4.8     5.0
LL + I    : M+   3559.4  3122.4  2386.8  1309.7   466.3   369.5     0.0
            V      83.7   121.2   148.5   175.8   193.5   195.4   202.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.2   125.7   150.2   175.8   193.5   195.4   202.3
            M    3127.6  2866.7  2256.8  1309.7   479.2   380.7    -0.0
Total     : M+   6676.7  5837.8  4433.4  2420.6   859.7   681.0     0.0
            V     111.5   176.8   231.8   286.8   321.8   325.5   339.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.1   181.2   233.5   286.8   321.8   325.5   339.1
            M    6244.8  5582.1  4303.4  2420.6   872.6   692.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.9             49.9
Deck+Haunch            47.8             47.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            9.7              9.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    17.7    22.3    62.9   115.9   153.8   176.5   184.1
DC(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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    87.1   109.9   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    35.8    31.0    23.3    15.5     7.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.3     3.5     4.7     5.9
(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    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     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    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   210.3   265.2   736.3  1311.5  1708.5  1911.0  1890.2
            V     116.0   112.2   111.2   101.6    87.3    66.7    52.4    38.0
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   116.0   112.2   111.2   101.6    87.3    72.9    58.6    44.2
            M       0.0   210.3   265.2   736.3  1311.5  1663.3  1791.9  1697.0
Total     : M+      0.0   456.0   575.4  1612.4  2925.6  3850.0  4369.5  4455.2
            V     223.8   214.8   212.4   189.1   152.9   110.5    74.3    38.1
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   223.8   214.8   212.4   189.1   152.9   116.7    80.5    44.3
            M       0.0   456.0   575.4  1612.4  2925.6  3804.9  4250.3  4262.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
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     176.5   153.8   115.9    62.9    22.3    17.7     0.0
DC(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
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     870.6   758.6   571.9   310.5   109.9    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    35.8    36.3    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.7     3.5     2.3     1.1     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
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     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
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+   1911.0  1708.5  1311.5   736.3   265.2   210.3     0.0
            V      52.4    66.7    87.3   101.6   111.2   112.2   116.0
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    58.6    72.9    87.3   101.6   111.2   112.2   116.0
            M    1791.9  1663.3  1311.5   736.3   265.2   210.3     0.0
Total     : M+   4369.5  3850.0  2925.6  1612.4   575.4   456.0     0.0
            V      74.3   110.5   152.9   189.1   212.4   214.8   223.8
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    80.5   116.7   152.9   189.1   212.4   214.8   223.8
            M    4250.3  3804.9  2925.6  1612.4   575.4   456.0     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.022   0.061   0.112   0.148   0.169   0.176
Bottom        -0.000  -0.014  -0.018  -0.049  -0.090  -0.118  -0.135  -0.140
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.005   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   0.085   0.107   0.301   0.552   0.730   0.834   0.869
Bottom        -0.000  -0.069  -0.086  -0.243  -0.444  -0.584  -0.664  -0.692
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.030   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.007   0.008   0.024   0.043   0.057   0.066   0.069
Bottom        -0.000  -0.018  -0.022  -0.062  -0.114  -0.151  -0.172  -0.179
 
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   0.004   0.005   0.013   0.024   0.032   0.036   0.038
Bottom        -0.000  -0.010  -0.012  -0.034  -0.063  -0.083  -0.095  -0.099
 
LL+I(+)
Topping-top   -0.000   0.056   0.071   0.200   0.363   0.474   0.538   0.555
Precast-top   -0.000   0.044   0.055   0.155   0.281   0.367   0.417   0.431
Bottom        -0.000  -0.116  -0.146  -0.409  -0.741  -0.964  -1.093  -1.128
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.088   0.247   0.450   0.588   0.670   0.692 
Precast-top   -0.013   0.150   0.204   0.663   1.228   1.578   1.721   1.820 
Bottom         0.461   1.735   1.666   1.066   0.324  -0.151  -0.376  -0.488 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.017   0.047   0.087   0.115   0.131   0.137 
Precast-top   -0.013   0.106   0.148   0.509   0.946   1.211   1.303   1.389 
Bottom         0.461   1.851   1.812   1.475   1.065   0.813   0.717   0.640 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.022   0.061   0.112   0.148   0.169   0.176
Bottom        -0.000  -0.014  -0.018  -0.049  -0.090  -0.118  -0.135  -0.140
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.005   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   0.085   0.107   0.301   0.552   0.730   0.834   0.869
Bottom        -0.000  -0.069  -0.086  -0.243  -0.444  -0.584  -0.664  -0.692
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.030   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.007   0.008   0.024   0.043   0.057   0.066   0.069
Bottom        -0.000  -0.018  -0.022  -0.062  -0.114  -0.151  -0.172  -0.179
 
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   0.004   0.005   0.013   0.024   0.032   0.036   0.038
Bottom        -0.000  -0.010  -0.012  -0.034  -0.063  -0.083  -0.095  -0.099
 
LL+I(+)
Topping-top   -0.000   0.045   0.057   0.160   0.290   0.379   0.430   0.444
Precast-top   -0.000   0.035   0.044   0.124   0.225   0.294   0.334   0.345
Bottom        -0.000  -0.093  -0.117  -0.327  -0.593  -0.771  -0.874  -0.902
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.074   0.207   0.377   0.494   0.562   0.581 
Precast-top   -0.013   0.141   0.193   0.633   1.171   1.504   1.637   1.734 
Bottom         0.461   1.758   1.695   1.148   0.472   0.042  -0.158  -0.262 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.056   0.071   0.197   0.349   0.453   0.506   0.500
Precast-top   -0.000   0.044   0.055   0.152   0.270   0.351   0.392   0.388
Bottom        -0.000  -0.115  -0.145  -0.402  -0.713  -0.923  -1.027  -1.016
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.063   0.079   0.220   0.393   0.511   0.571   0.569 
Precast-top   -0.006   0.097   0.129   0.407   0.744   0.957   1.044   1.082 
Bottom         0.230   0.810   0.761   0.335  -0.180  -0.517  -0.669  -0.696 
 

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
    339.1    6.5   67.6    0.629   4.0   6.00e-3 50.0    343.2     1.215    1.760      0.00
      0.0    0.6   67.3     41.9 0.142      29.6 0.87    12.00     0.101    1.409 
Transfer:   3.00
    325.5    6.5   67.6    2.840  18.1   0.97e-3 32.4    250.7     0.480    1.760      0.00
    692.3    2.7   66.3    189.0 0.133      92.9 2.78    12.00     0.101    1.837 
Critical:   6.17
    306.9    6.5   67.6    3.374  18.1  -0.02e-3 28.9    161.5     0.270    1.760      0.00
   1530.8    3.2   66.0    189.0 0.125     161.5 4.86    12.00     0.101    1.941 
0.1L    :   9.63
    286.8    6.5   67.6    3.953  18.1  -0.01e-3 29.0    140.5     0.237    0.827      0.00
   2420.6    3.8   65.8    189.0 0.117     160.0 4.84    24.00     0.101    2.069 
0.2L    :  19.27
    233.5    6.5   63.1    5.208  18.1   0.52e-3 30.8    135.4     0.265    0.496      0.00
   4303.4    4.1   61.0    189.0 0.101     105.9 3.45    24.00     0.101    1.455 
0.3L    :  28.90
    181.2    6.5   65.4    5.208  18.1   1.59e-3 34.6    113.6     0.247    0.413      0.00
   5582.1    4.2   63.3    189.0 0.074      69.7 2.19    24.00     0.101    1.379 
0.4L    :  38.53
    130.1    6.5   67.7    5.208   0.0   1.93e-3 35.8     79.8     0.175    0.413      0.00
   6244.8    4.2   65.7    189.0 0.056      64.8 1.96    24.00     0.101    1.752 
0.5L    :  48.17
     80.0    6.5   67.7    5.208   0.0   1.68e-3 34.9     18.8     0.101    0.413      0.00
   6316.2    4.2   65.7    189.0 0.035      70.1 2.12    24.00     0.101    2.978 
0.6L    :  57.80
    130.1    6.5   67.7    5.208   0.0   1.93e-3 35.8     79.8     0.175    0.413      0.00
   6244.8    4.2   65.7    189.0 0.056      64.8 1.96    24.00     0.101    1.752 
0.7L    :  67.43
    181.2    6.5   65.4    5.208  18.1   1.59e-3 34.6    113.6     0.247    0.413      0.00
   5582.1    4.2   63.3    189.0 0.074      69.7 2.19    24.00     0.101    1.379 
0.8L    :  77.06
    233.5    6.5   63.1    5.208  18.1   0.52e-3 30.8    135.4     0.265    0.496      0.00
   4303.4    4.1   61.0    189.0 0.101     105.9 3.45    24.00     0.101    1.455 
0.9L    :  86.70
    286.8    6.5   67.6    3.953  18.1  -0.01e-3 29.0    140.5     0.237    0.827      0.00
   2420.6    3.8   65.8    189.0 0.117     160.0 4.84    24.00     0.101    2.069 
Critical:  90.16
    306.9    6.5   67.6    3.374  18.1  -0.02e-3 28.9    161.5     0.270    1.760      0.00
   1530.8    3.2   66.0    189.0 0.125     161.5 4.86    12.00     0.101    1.941 
Transfer:  93.33
    325.5    6.5   67.6    2.840  18.1   0.97e-3 32.4    250.7     0.480    1.760      0.00
    692.3    2.7   66.3    189.0 0.133      92.9 2.78    12.00     0.101    1.837 
Bearing :  95.67
    339.1    6.5   67.6    0.629   4.0   6.00e-3 50.0    343.2     1.215    1.760      0.00
      0.0    0.6   67.3     41.9 0.142      29.6 0.87    12.00     0.101    1.409 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.04
 
 
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
    339.1      5.59     67.65    0.61       67.34    24.00      0.300      1.115      0.000      0.000*
Transfer:      2.33
    325.5      5.46     67.65    2.73       66.28    24.00      0.300      1.069      0.000      1.760 
Critical:      5.50
    307.0      5.17     67.65    3.24       66.03    24.00      0.300      0.972      0.000      1.760 
0.1L    :      8.97
    286.8      4.85     67.65    3.78       65.76    24.00      0.300      0.865      0.000      0.827 
0.2L    :     18.60
    233.5      4.25     63.08    4.15       61.01    24.00      0.300      0.667      0.000      0.496 
0.3L    :     28.23
    181.2      3.18     65.42    4.15       63.34    24.00      0.300      0.310      0.000      0.413 
0.4L    :     37.87
    130.1      2.20     67.75    4.16       65.67    24.00      0.300      0.000      0.000      0.413 
0.5L    :     47.50
     80.0      1.35     67.75    4.16       65.67    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    130.1      2.20     67.75    4.16       65.67    24.00      0.300      0.000      0.000      0.413 
0.7L    :     66.77
    181.2      3.18     65.42    4.15       63.34    24.00      0.300      0.310      0.000      0.413 
0.8L    :     76.40
    233.5      4.25     63.08    4.15       61.01    24.00      0.300      0.667      0.000      0.496 
0.9L    :     86.03
    286.8      4.85     67.65    3.78       65.76    24.00      0.300      0.865      0.000      0.827 
Critical:     89.50
    307.0      5.17     67.65    3.24       66.03    24.00      0.300      0.972      0.000      1.760 
Transfer:     92.67
    325.5      5.46     67.65    2.73       66.28    24.00      0.300      1.069      0.000      1.760 
Bearing :     95.00
    339.1      5.59     67.65    0.61       67.34    24.00      0.300      1.115      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
Deck + Haunch  :                       -0.208  2.30     -0.479
DL-Prec. (DC)  :                       -0.042  3.00     -0.127
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.033  3.00     -0.099
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 18.60 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
Deck + Haunch  :                       -0.407  2.30     -0.935
DL-Prec. (DC)  :                       -0.082  3.00     -0.247
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.064  3.00     -0.193
DL-Comp. (DW)  :                       -0.035  3.00     -0.106
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 28.23 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
Deck + Haunch  :                       -0.560  2.30     -1.287
DL-Prec. (DC)  :                       -0.113  3.00     -0.340
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.089  3.00     -0.266
DL-Comp. (DW)  :                       -0.049  3.00     -0.147
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 37.87 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
Deck + Haunch  :                       -0.654  2.30     -1.505
DL-Prec. (DC)  :                       -0.133  3.00     -0.398
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.104  3.00     -0.312
DL-Comp. (DW)  :                       -0.057  3.00     -0.172
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 47.50 ft
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
Deck + Haunch  :                       -0.688  2.30     -1.583
DL-Prec. (DC)  :                       -0.140  3.00     -0.419
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.109  3.00     -0.328
DL-Comp. (DW)  :                       -0.060  3.00     -0.181
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 57.13 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
Deck + Haunch  :                       -0.654  2.30     -1.505
DL-Prec. (DC)  :                       -0.133  3.00     -0.398
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.104  3.00     -0.312
DL-Comp. (DW)  :                       -0.057  3.00     -0.172
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 66.77 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
Deck + Haunch  :                       -0.560  2.30     -1.287
DL-Prec. (DC)  :                       -0.113  3.00     -0.340
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.089  3.00     -0.266
DL-Comp. (DW)  :                       -0.049  3.00     -0.147
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 76.40 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
Deck + Haunch  :                       -0.406  2.30     -0.935
DL-Prec. (DC)  :                       -0.082  3.00     -0.247
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.064  3.00     -0.193
DL-Comp. (DW)  :                       -0.035  3.00     -0.106
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 86.03 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
Deck + Haunch  :                       -0.208  2.30     -0.479
DL-Prec. (DC)  :                       -0.042  3.00     -0.127
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.033  3.00     -0.099
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
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
   681.0    59.1  3.407  265.9    3.2   2.73   4362.2  0.062T 1.00       -       -     -     -  
H/2     :   2.97
   859.7    59.3  3.535  265.7    3.3   2.83   4531.3  0.059T 1.00       -       -     -     -  
0.1L    :   8.97
  2420.6    60.7  4.744  264.5    4.5   3.78   6153.7  0.044T 1.00       -       -     -     -  
0.2L    :  18.60
  4433.4    63.1  5.208  264.1    4.9   4.15   6994.0  0.040T 1.00   5717.4  5717.4    1.22    -  
0.3L    :  28.23
  5837.8    65.4  5.208  264.4    4.9   4.15   7267.0  0.040T 1.00   5823.7  5823.7    1.25    -  
0.4L    :  37.87
  6676.7    67.7  5.208  264.5    4.9   4.16   7539.9  0.039T 1.00   6003.9  6003.9    1.26    -  
0.5L    :  47.50
  6925.9    67.7  5.208  264.5    4.9   4.16   7539.9  0.039T 1.00   5968.2  5968.2    1.26    -  
0.6L    :  57.13
  6676.7    67.7  5.208  264.5    4.9   4.16   7539.9  0.039T 1.00   6003.9  6003.9    1.26    -  
0.7L    :  66.77
  5837.8    65.4  5.208  264.4    4.9   4.15   7267.0  0.040T 1.00   5823.7  5823.7    1.25    -  
0.8L    :  76.40
  4433.4    63.1  5.208  264.1    4.9   4.15   6994.0  0.040T 1.00   5717.4  5717.4    1.22    -  
0.9L    :  86.03
  2420.6    60.7  4.744  264.5    4.5   3.78   6153.7  0.044T 1.00       -       -     -     -  
H/2     :  92.03
   859.7    59.3  3.535  265.7    3.3   2.83   4531.3  0.059T 1.00       -       -     -     -  
Transfer:  92.67
   681.0    59.1  3.407  265.9    3.2   2.73   4362.2  0.062T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.155
 
  2   2 E  60.00 Ft     0.327
        M   4.00 Fb     0.104
 
  3   2 E  58.00 Ft     0.604
        M   2.00 Fb     0.064
 
  4   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.290
 
  5   2 E   6.00 Ft     0.502
        M   6.00 Fb     0.516
 
  6   2 E   6.00 Ft     0.451
        M   6.00 Fb     0.742
 
  7   2 E   6.00 Ft     0.400
        M   6.00 Fb     0.968
 
  8   2 E   2.00 Ft     0.322
        M   2.00 Fb     1.216
 
  9   2 E   2.00 Ft     0.243
        M   2.00 Fb     1.464
 
 10   2 E   2.00 Ft     0.165
        M   2.00 Fb     1.712
 
 11   2 E   2.00 Ft     0.086
        M   2.00 Fb     1.961
 
 12   2 E   2.00 Ft     0.008
        M   2.00 Fb     2.209
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.78 %               Final losses: 12.05 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.209     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       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)                  7539.94     6925.90     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   0.692     Midspan    1.800   0.137     Midspan
    Pre.Top:   3.600   1.820     Midspan    2.700   1.389     Midspan
    Pre.Bot:   3.600   1.735    Transfer    2.700   1.851    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.013     Bearing
    Pre.Bot:  -0.465  -0.262     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.082     Midspan
    Pre.Bot:                                                             2.400   0.810    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
Deck + Haunch  :                       -0.688  2.30     -1.583
DL-Prec. (DC)  :                       -0.140  3.00     -0.419
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.109  3.00     -0.328
DL-Comp. (DW)  :                       -0.060  3.00     -0.181
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 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)  : 0.775   (Calculated)    
Live Moment (1  lane  loaded)  : 0.536   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.131   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.905   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.4    834.5    834.5    834.5    834.5    834.5    834.5    834.5
  Yb      ,  in    28.63    28.21    28.20    28.16    28.08    28.01    27.93    27.93
  MI(Ixx) , in4   424332   430056   430191   431527   433904   436567   439515   439515
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1580.4   1600.0   1600.0   1600.0   1600.0   1600.0   1600.0   1600.0
  Yb      ,  in    47.41    46.97    46.97    46.95    46.91    46.88    46.84    46.84
  MI(Ixx) , in4  1018122  1042510  1042781  1045401  1049827  1054523  1059490  1059490

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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 12.83 in):
    12 @  2.000 in     8 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.987 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.984 ft
Holddown Force        =  20.457 kips     Beam Shrtng (PL/AE)   =      0.308 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)       
--------------------------------------------------------------------------------------
      2314.173         740 1712.488     20.004 81017.719  1281.301     609.763        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     17.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.1670     27.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1670     69.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.1631     79.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.1631     86.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.1631     89.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      89.1631     89.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      89.7050     95.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.2050     95.7050     No
      2      US#6[M19]       60.00        0.88       6.00      95.7050     96.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2050     96.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.33 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.825 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.49 ksi    0.00 ksi
    due to Live Loads                                      -4.66 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                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.33 ksi  ( 5.78 %)            12.19 ksi ( 6.22 %)
Total Prestress Losses                                    23.51 ksi (12.00 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.5 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 : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.7     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   204.4   258.0   724.5  1320.4  1727.4  1969.1  2032.3
            V     132.0   127.5   126.3   114.7    96.9    79.1    54.6    36.8
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   132.0   127.5   126.3   114.7    98.0    82.0    66.7    52.1
            M      -0.0   210.6   265.1   724.5  1248.5  1585.9  1730.2  1695.0
Total     : M+      0.0   457.7   577.8  1627.9  2984.8  3936.1  4505.4  4679.4
            V     243.3   233.3   230.6   205.0   164.7   124.4    77.4    37.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.3   233.3   230.6   205.0   165.8   127.3    89.5    52.4
            M      -0.0   463.9   585.0  1627.9  2912.9  3794.6  4266.5  4342.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1969.1  1727.4  1320.4   724.5   258.0   204.4     0.0
            V      54.6    79.1    96.9   114.7   126.3   127.5   132.0
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    66.7    82.0    98.0   114.7   126.3   127.5   132.0
            M    1730.2  1585.9  1248.5   724.5   265.1   210.6    -0.0
Total     : M+   4505.4  3936.1  2984.8  1627.9   577.8   457.7     0.0
            V      77.4   124.4   164.7   205.0   230.6   233.3   243.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    89.5   127.3   165.8   205.0   230.6   233.3   243.3
            M    4266.5  3794.6  2912.9  1627.9   585.0   463.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.9             39.9
Deck+Haunch            43.4             43.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.7     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   163.5   206.4   579.6  1056.3  1381.9  1575.3  1625.9
            V     105.6   102.0   101.0    91.8    77.5    63.3    43.7    29.4
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   105.6   102.0   101.0    91.8    78.4    65.6    53.4    41.7
            M      -0.0   168.5   212.1   579.6   998.8  1268.7  1384.2  1356.0
Total     : M+      0.0   416.8   526.2  1483.0  2720.7  3590.6  4111.6  4272.9
            V     216.8   207.8   205.3   182.0   145.3   108.5    66.4    29.7
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   216.8   207.8   205.3   182.0   146.2   110.9    76.1    41.9
            M      -0.0   421.8   531.9  1483.0  2663.2  3477.5  3920.4  4003.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1575.3  1381.9  1056.3   579.6   206.4   163.5     0.0
            V      43.7    63.3    77.5    91.8   101.0   102.0   105.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.4    65.6    78.4    91.8   101.0   102.0   105.6
            M    1384.2  1268.7   998.8   579.6   212.1   168.5    -0.0
Total     : M+   4111.6  3590.6  2720.7  1483.0   526.2   416.8     0.0
            V      66.4   108.5   145.3   182.0   205.3   207.8   216.8
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    76.1   110.9   146.2   182.0   205.3   207.8   216.8
            M    3920.4  3477.5  2663.2  1483.0   531.9   421.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   113.7   143.6   405.6   747.0   990.9  1137.2  1186.0
(Max)       V      49.9    47.5    46.8    40.5    30.4    20.3    10.1     0.0
Self wt.  : M       0.0    81.9   103.4   292.0   537.8   713.4   818.8   853.9
(Min)       V      36.0    34.2    33.7    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    16.5    20.8    58.7   108.1   143.4   164.6   171.6
DC(Max)     V       7.2     6.9     6.8     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    15.0    42.3    77.8   103.3   118.5   123.6
DC(Min)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   123.6   156.0   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    50.9    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    89.0   112.4   317.3   584.4   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    36.6    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.9     2.8     5.8     8.8    11.8    14.8
(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     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    50.5   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.5    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    36.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    11.9    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    33.5    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    10.9     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    14.5    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.7     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   357.7   451.5  1267.9  2310.7  3022.9  3446.0  3556.6
            V     231.1   223.2   221.0   200.8   169.6   138.5    95.6    64.4
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   231.1   223.2   221.0   200.8   171.5   143.5   116.8    91.2
            M      -0.0   368.6   464.0  1267.9  2184.8  2775.3  3027.9  2966.3
Total     : M+      0.0   678.8   856.8  2412.9  4420.2  5822.3  6660.5  6911.5
            V     372.0   357.2   353.2   315.2   255.5   195.8   124.4    64.7
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   372.0   357.2   353.2   315.2   257.4   200.9   145.6    91.5
            M      -0.0   689.6   869.3  2412.9  4294.4  5574.7  6242.4  6321.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M    1137.2   990.9   747.0   405.6   143.6   113.7     0.0
(Max)       V      10.1    20.3    30.4    40.5    46.8    47.5    49.9
Self wt.  : M     818.8   713.4   537.8   292.0   103.4    81.9     0.0
(Min)       V       7.3    14.6    21.9    29.2    33.7    34.2    36.0
DL-Prec.  : M     164.6   143.4   108.1    58.7    20.8    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.8     6.9     7.2
DL-Prec.  : M     118.5   103.3    77.8    42.3    15.0    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1235.6  1076.6   811.6   440.6   156.0   123.6     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    50.9    51.6    54.3
Deck +    : M     889.6   775.2   584.4   317.3   112.4    89.0     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    36.6    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    50.5    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.5    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    36.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    11.9    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    33.5    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    10.9    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    14.5    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.7     4.8     5.0
LL + I    : M+   3446.0  3022.9  2310.7  1267.9   451.5   357.7     0.0
            V      95.6   138.5   169.6   200.8   221.0   223.2   231.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.8   143.5   171.5   200.8   221.0   223.2   231.1
            M    3027.9  2775.3  2184.8  1267.9   464.0   368.6    -0.0
Total     : M+   6660.5  5822.3  4420.2  2412.9   856.8   678.8     0.0
            V     124.4   195.8   255.5   315.2   353.2   357.2   372.0
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   145.6   200.9   257.4   315.2   353.2   357.2   372.0
            M    6242.4  5574.7  4294.4  2412.9   869.3   689.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.9             49.9
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     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     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     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    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   140.9   177.7   493.3   878.8  1144.8  1280.5  1266.6
            V     106.0   102.5   101.6    92.8    79.7    61.0    47.8    34.7
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   106.0   102.5   101.6    92.8    79.7    66.6    53.5    40.4
            M       0.0   140.9   177.7   493.3   878.8  1114.5  1200.7  1137.1
Total     : M+      0.0   394.2   497.5  1396.7  2543.2  3353.5  3816.8  3913.6
            V     217.2   208.3   205.9   183.1   147.5   106.2    70.6    35.0
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   217.2   208.3   205.9   183.1   147.5   111.9    76.3    40.7
            M       0.0   394.2   497.5  1396.7  2543.2  3323.3  3736.9  3784.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
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     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
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     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
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     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
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+   1280.5  1144.8   878.8   493.3   177.7   140.9     0.0
            V      47.8    61.0    79.7    92.8   101.6   102.5   106.0
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    53.5    66.6    79.7    92.8   101.6   102.5   106.0
            M    1200.7  1114.5   878.8   493.3   177.7   140.9     0.0
Total     : M+   3816.8  3353.5  2543.2  1396.7   497.5   394.2     0.0
            V      70.6   106.2   147.5   183.1   205.9   208.3   217.2
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    76.3   111.9   147.5   183.1   205.9   208.3   217.2
            M    3736.9  3323.3  2543.2  1396.7   497.5   394.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.016   0.045   0.084   0.110   0.126   0.131
Bottom        -0.000  -0.010  -0.013  -0.037  -0.067  -0.088  -0.100  -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   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.096   0.121   0.342   0.627   0.828   0.946   0.987
Bottom        -0.000  -0.078  -0.098  -0.276  -0.504  -0.663  -0.754  -0.786
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.006   0.007   0.021   0.039   0.051   0.059   0.061
Bottom        -0.000  -0.017  -0.022  -0.062  -0.113  -0.149  -0.170  -0.177
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.015   0.028   0.037   0.043   0.045
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.032   0.034
Bottom        -0.000  -0.010  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.177   0.321   0.419   0.476   0.492
Precast-top   -0.000   0.038   0.048   0.133   0.243   0.317   0.360   0.372
Bottom        -0.000  -0.111  -0.139  -0.390  -0.708  -0.921  -1.045  -1.078
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.062   0.078   0.220   0.401   0.524   0.596   0.617 
Precast-top   -0.013   0.150   0.204   0.665   1.231   1.583   1.727   1.828 
Bottom         0.461   1.735   1.665   1.064   0.320  -0.157  -0.384  -0.497 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.015   0.043   0.079   0.105   0.120   0.125 
Precast-top   -0.013   0.113   0.156   0.531   0.988   1.266   1.367   1.456 
Bottom         0.461   1.845   1.804   1.455   1.028   0.764   0.661   0.581 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.016   0.045   0.084   0.110   0.126   0.131
Bottom        -0.000  -0.010  -0.013  -0.037  -0.067  -0.088  -0.100  -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   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.096   0.121   0.342   0.627   0.828   0.946   0.987
Bottom        -0.000  -0.078  -0.098  -0.276  -0.504  -0.663  -0.754  -0.786
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.006   0.007   0.021   0.039   0.051   0.059   0.061
Bottom        -0.000  -0.017  -0.022  -0.062  -0.113  -0.149  -0.170  -0.177
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.015   0.028   0.037   0.043   0.045
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.032   0.034
Bottom        -0.000  -0.010  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.040   0.050   0.141   0.257   0.335   0.381   0.393
Precast-top   -0.000   0.030   0.038   0.107   0.194   0.254   0.288   0.298
Bottom        -0.000  -0.088  -0.112  -0.312  -0.566  -0.737  -0.836  -0.863
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.052   0.066   0.185   0.336   0.440   0.501   0.519 
Precast-top   -0.013   0.143   0.194   0.638   1.182   1.519   1.655   1.754 
Bottom         0.461   1.757   1.693   1.142   0.461   0.027  -0.175  -0.281 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.120   0.214   0.278   0.310   0.306
Precast-top   -0.000   0.026   0.033   0.091   0.162   0.210   0.234   0.232
Bottom        -0.000  -0.076  -0.096  -0.266  -0.471  -0.611  -0.679  -0.672
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.142   0.254   0.330   0.370   0.369 
Precast-top   -0.006   0.082   0.111   0.357   0.655   0.843   0.918   0.960 
Bottom         0.230   0.846   0.806   0.461   0.043  -0.228  -0.349  -0.381 
 

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
    372.0    6.5   67.6    0.628   4.0   6.00e-3 50.0    379.8     1.343    1.760      0.02
      0.0    0.5   67.4     41.9 0.156      29.6 0.87    12.00     0.101    1.285 
Transfer:   3.00
    357.2    6.5   67.6    2.833  18.1   1.77e-3 35.2    309.9     0.658    1.760      0.00
    689.6    2.4   66.5    189.0 0.146      68.9 2.06    12.00     0.101    1.678 
Critical:   6.18
    336.9    6.5   67.6    3.369  18.1   0.01e-3 29.0    197.5     0.331    1.760      0.00
   1529.3    2.8   66.2    189.0 0.138     158.8 4.76    12.00     0.101    1.773 
0.1L    :   9.63
    315.2    6.5   67.6    3.945  18.1  -0.00e-3 29.0    172.4     0.290    0.827      0.00
   2412.9    3.3   66.0    189.0 0.129     159.7 4.81    12.00     0.101    1.889 
0.2L    :  19.27
    257.4    6.5   63.1    5.208  18.1   0.65e-3 31.3    168.4     0.334    0.496      0.00
   4294.4    3.7   61.3    189.0 0.112      99.5 3.23    24.00     0.101    1.286 
0.3L    :  28.90
    200.9    6.5   65.4    5.208  18.1   1.69e-3 34.9    137.4     0.301    0.413      0.00
   5574.7    3.7   63.6    189.0 0.083      67.8 2.12    24.00     0.101    1.228 
0.4L    :  38.53
    145.6    6.5   67.7    5.208   0.0   2.01e-3 36.0     98.2     0.217    0.413      0.00
   6242.4    3.7   65.9    189.0 0.063      63.6 1.92    24.00     0.101    1.551 
0.5L    :  48.17
     91.5    6.5   67.7    5.208   0.0   1.74e-3 35.1     32.5     0.101    0.413      0.00
   6321.2    3.7   65.9    189.0 0.040      69.1 2.08    24.00     0.101    2.588 
0.6L    :  57.80
    145.6    6.5   67.7    5.208   0.0   2.01e-3 36.0     98.2     0.217    0.413      0.00
   6242.4    3.7   65.9    189.0 0.063      63.6 1.92    24.00     0.101    1.551 
0.7L    :  67.43
    200.9    6.5   65.4    5.208  18.1   1.69e-3 34.9    137.4     0.301    0.413      0.00
   5574.7    3.7   63.6    189.0 0.083      67.8 2.12    24.00     0.101    1.228 
0.8L    :  77.06
    257.4    6.5   63.1    5.208  18.1   0.65e-3 31.3    168.4     0.334    0.496      0.00
   4294.4    3.7   61.3    189.0 0.112      99.5 3.23    24.00     0.101    1.286 
0.9L    :  86.70
    315.2    6.5   67.6    3.945  18.1  -0.00e-3 29.0    172.4     0.290    0.827      0.00
   2412.9    3.3   66.0    189.0 0.129     159.7 4.81    12.00     0.101    1.889 
Critical:  90.15
    336.9    6.5   67.6    3.369  18.1   0.01e-3 29.0    197.5     0.331    1.760      0.00
   1529.3    2.8   66.2    189.0 0.138     158.8 4.76    12.00     0.101    1.773 
Transfer:  93.33
    357.2    6.5   67.6    2.833  18.1   1.77e-3 35.2    309.9     0.658    1.760      0.00
    689.6    2.4   66.5    189.0 0.146      68.9 2.06    12.00     0.101    1.678 
Bearing :  95.67
    372.0    6.5   67.6    0.628   4.0   6.00e-3 50.0    379.8     1.343    1.760      0.02
      0.0    0.5   67.4     41.9 0.156      29.6 0.87    12.00     0.101    1.285 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.04
 
 
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
    372.0      6.13     67.65    0.54       67.38    24.00      0.300      1.295      0.000      0.000*
Transfer:      2.33
    357.2      5.97     67.65    2.40       66.45    24.00      0.300      1.241      0.000      1.760 
Critical:      5.52
    337.0      5.65     67.65    2.85       66.23    24.00      0.300      1.135      0.000      1.760 
0.1L    :      8.97
    315.2      5.31     67.65    3.33       65.99    24.00      0.300      1.019      0.000      0.827 
0.2L    :     18.60
    257.4      4.67     63.08    3.65       61.26    24.00      0.300      0.806      0.000      0.496 
0.3L    :     28.23
    200.9      3.51     65.42    3.66       63.59    24.00      0.300      0.420      0.000      0.413 
0.4L    :     37.87
    145.6      2.45     67.75    3.66       65.92    24.00      0.300      0.068      0.000      0.413 
0.5L    :     47.50
     91.5      1.54     67.75    3.66       65.92    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    145.6      2.45     67.75    3.66       65.92    24.00      0.300      0.068      0.000      0.413 
0.7L    :     66.77
    200.9      3.51     65.42    3.66       63.59    24.00      0.300      0.420      0.000      0.413 
0.8L    :     76.40
    257.4      4.67     63.08    3.65       61.26    24.00      0.300      0.806      0.000      0.496 
0.9L    :     86.03
    315.2      5.31     67.65    3.33       65.99    24.00      0.300      1.019      0.000      0.827 
Critical:     89.48
    337.0      5.65     67.65    2.85       66.23    24.00      0.300      1.135      0.000      1.760 
Transfer:     92.67
    357.2      5.97     67.65    2.40       66.45    24.00      0.300      1.241      0.000      1.760 
Bearing :     95.00
    372.0      6.13     67.65    0.54       67.38    24.00      0.300      1.295      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
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          :       0.403            0.713            0.836
 
At 0.2 x L = 18.60 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
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          :       0.707            1.249            1.459
 
At 0.3 x L = 28.23 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
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          :       0.919            1.621            1.889
 
At 0.4 x L = 37.87 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
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          :       1.040            1.833            2.134
 
At 0.5 x L = 47.50 ft
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
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          :       1.084            1.911            2.223
 
At 0.6 x L = 57.13 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
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          :       1.040            1.833            2.134
 
At 0.7 x L = 66.77 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
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          :       0.919            1.621            1.889
 
At 0.8 x L = 76.40 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
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          :       0.707            1.249            1.459
 
At 0.9 x L = 86.03 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
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          :       0.403            0.713            0.836
 

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
   678.8    59.1  3.399  266.4    2.8   2.40   4372.3  0.071T 1.00       -       -     -     -  
H/2     :   2.97
   856.8    59.3  3.527  266.3    2.9   2.49   4542.8  0.068T 1.00       -       -     -     -  
0.1L    :   8.97
  2412.9    60.7  4.734  265.1    3.9   3.33   6180.4  0.050T 1.00       -       -     -     -  
0.2L    :  18.60
  4420.2    63.1  5.208  264.8    4.3   3.65   7041.0  0.045T 1.00   5753.4  5753.4    1.22    -  
0.3L    :  28.23
  5822.3    65.4  5.208  265.0    4.3   3.66   7314.0  0.045T 1.00   5847.9  5847.9    1.25    -  
0.4L    :  37.87
  6660.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   6022.3  6022.3    1.26    -  
0.5L    :  47.50
  6911.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   5983.2  5983.2    1.27    -  
0.6L    :  57.13
  6660.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   6022.3  6022.3    1.26    -  
0.7L    :  66.77
  5822.3    65.4  5.208  265.0    4.3   3.66   7314.0  0.045T 1.00   5847.9  5847.9    1.25    -  
0.8L    :  76.40
  4420.2    63.1  5.208  264.8    4.3   3.65   7041.0  0.045T 1.00   5753.4  5753.4    1.22    -  
0.9L    :  86.03
  2412.9    60.7  4.734  265.1    3.9   3.33   6180.4  0.050T 1.00       -       -     -     -  
H/2     :  92.03
   856.8    59.3  3.527  266.3    2.9   2.49   4542.8  0.068T 1.00       -       -     -     -  
Transfer:  92.67
   678.8    59.1  3.399  266.4    2.8   2.40   4372.3  0.071T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.155
 
  2   2 E  60.00 Ft     0.327
        M   4.00 Fb     0.104
 
  3   2 E  58.00 Ft     0.604
        M   2.00 Fb     0.064
 
  4   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.290
 
  5   2 E   6.00 Ft     0.502
        M   6.00 Fb     0.516
 
  6   2 E   6.00 Ft     0.451
        M   6.00 Fb     0.742
 
  7   2 E   6.00 Ft     0.400
        M   6.00 Fb     0.968
 
  8   2 E   2.00 Ft     0.322
        M   2.00 Fb     1.216
 
  9   2 E   2.00 Ft     0.243
        M   2.00 Fb     1.464
 
 10   2 E   2.00 Ft     0.165
        M   2.00 Fb     1.712
 
 11   2 E   2.00 Ft     0.086
        M   2.00 Fb     1.961
 
 12   2 E   2.00 Ft     0.008
        M   2.00 Fb     2.209
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.78 %               Final losses: 12.00 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.209     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       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)                  7587.08     6911.48     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   0.617     Midspan    1.800   0.125     Midspan
    Pre.Top:   3.600   1.828     Midspan    2.700   1.456     Midspan
    Pre.Bot:   3.600   1.735    Transfer    2.700   1.845    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.013     Bearing
    Pre.Bot:  -0.465  -0.281     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.960     Midspan
    Pre.Bot:                                                             2.400   0.846    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
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          :       1.084            1.911            2.223
 
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   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 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)  : 0.775   (Calculated)    
Live Moment (1  lane  loaded)  : 0.536   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.131   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.905   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.4    834.5    834.5    834.5    834.5    834.5    834.5    834.5
  Yb      ,  in    28.63    28.21    28.20    28.16    28.08    28.01    27.93    27.93
  MI(Ixx) , in4   424332   430056   430191   431527   433904   436567   439515   439515
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1580.4   1600.0   1600.0   1600.0   1600.0   1600.0   1600.0   1600.0
  Yb      ,  in    47.41    46.97    46.97    46.95    46.91    46.88    46.84    46.84
  MI(Ixx) , in4  1018122  1042510  1042781  1045401  1049827  1054523  1059490  1059490

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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 12.83 in):
    12 @  2.000 in     8 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.987 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.984 ft
Holddown Force        =  20.457 kips     Beam Shrtng (PL/AE)   =      0.308 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)       
--------------------------------------------------------------------------------------
      2314.173         740 1712.488     20.004 81017.719  1281.301     609.763        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     17.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.1670     27.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1670     69.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.1631     79.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.1631     86.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.1631     89.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      89.1631     89.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      89.7050     95.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.2050     95.7050     No
      2      US#6[M19]       60.00        0.88       6.00      95.7050     96.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2050     96.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.33 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.825 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.49 ksi    0.00 ksi
    due to Live Loads                                      -4.66 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                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.33 ksi  ( 5.78 %)            12.19 ksi ( 6.22 %)
Total Prestress Losses                                    23.51 ksi (12.00 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.5 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 : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.7     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   204.4   258.0   724.5  1320.4  1727.4  1969.1  2032.3
            V     132.0   127.5   126.3   114.7    96.9    79.1    54.6    36.8
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   132.0   127.5   126.3   114.7    98.0    82.0    66.7    52.1
            M      -0.0   210.6   265.1   724.5  1248.5  1585.9  1730.2  1695.0
Total     : M+      0.0   457.7   577.8  1627.9  2984.8  3936.1  4505.4  4679.4
            V     243.3   233.3   230.6   205.0   164.7   124.4    77.4    37.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.3   233.3   230.6   205.0   165.8   127.3    89.5    52.4
            M      -0.0   463.9   585.0  1627.9  2912.9  3794.6  4266.5  4342.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1969.1  1727.4  1320.4   724.5   258.0   204.4     0.0
            V      54.6    79.1    96.9   114.7   126.3   127.5   132.0
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    66.7    82.0    98.0   114.7   126.3   127.5   132.0
            M    1730.2  1585.9  1248.5   724.5   265.1   210.6    -0.0
Total     : M+   4505.4  3936.1  2984.8  1627.9   577.8   457.7     0.0
            V      77.4   124.4   164.7   205.0   230.6   233.3   243.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    89.5   127.3   165.8   205.0   230.6   233.3   243.3
            M    4266.5  3794.6  2912.9  1627.9   585.0   463.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.9             39.9
Deck+Haunch            43.4             43.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.7     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   163.5   206.4   579.6  1056.3  1381.9  1575.3  1625.9
            V     105.6   102.0   101.0    91.8    77.5    63.3    43.7    29.4
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   105.6   102.0   101.0    91.8    78.4    65.6    53.4    41.7
            M      -0.0   168.5   212.1   579.6   998.8  1268.7  1384.2  1356.0
Total     : M+      0.0   416.8   526.2  1483.0  2720.7  3590.6  4111.6  4272.9
            V     216.8   207.8   205.3   182.0   145.3   108.5    66.4    29.7
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   216.8   207.8   205.3   182.0   146.2   110.9    76.1    41.9
            M      -0.0   421.8   531.9  1483.0  2663.2  3477.5  3920.4  4003.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1575.3  1381.9  1056.3   579.6   206.4   163.5     0.0
            V      43.7    63.3    77.5    91.8   101.0   102.0   105.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.4    65.6    78.4    91.8   101.0   102.0   105.6
            M    1384.2  1268.7   998.8   579.6   212.1   168.5    -0.0
Total     : M+   4111.6  3590.6  2720.7  1483.0   526.2   416.8     0.0
            V      66.4   108.5   145.3   182.0   205.3   207.8   216.8
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    76.1   110.9   146.2   182.0   205.3   207.8   216.8
            M    3920.4  3477.5  2663.2  1483.0   531.9   421.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   113.7   143.6   405.6   747.0   990.9  1137.2  1186.0
(Max)       V      49.9    47.5    46.8    40.5    30.4    20.3    10.1     0.0
Self wt.  : M       0.0    81.9   103.4   292.0   537.8   713.4   818.8   853.9
(Min)       V      36.0    34.2    33.7    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    16.5    20.8    58.7   108.1   143.4   164.6   171.6
DC(Max)     V       7.2     6.9     6.8     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    15.0    42.3    77.8   103.3   118.5   123.6
DC(Min)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   123.6   156.0   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    50.9    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    89.0   112.4   317.3   584.4   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    36.6    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.9     2.8     5.8     8.8    11.8    14.8
(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     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    50.5   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.5    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    36.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    11.9    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    33.5    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    10.9     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    14.5    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.7     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   357.7   451.5  1267.9  2310.7  3022.9  3446.0  3556.6
            V     231.1   223.2   221.0   200.8   169.6   138.5    95.6    64.4
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   231.1   223.2   221.0   200.8   171.5   143.5   116.8    91.2
            M      -0.0   368.6   464.0  1267.9  2184.8  2775.3  3027.9  2966.3
Total     : M+      0.0   678.8   856.8  2412.9  4420.2  5822.3  6660.5  6911.5
            V     372.0   357.2   353.2   315.2   255.5   195.8   124.4    64.7
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   372.0   357.2   353.2   315.2   257.4   200.9   145.6    91.5
            M      -0.0   689.6   869.3  2412.9  4294.4  5574.7  6242.4  6321.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M    1137.2   990.9   747.0   405.6   143.6   113.7     0.0
(Max)       V      10.1    20.3    30.4    40.5    46.8    47.5    49.9
Self wt.  : M     818.8   713.4   537.8   292.0   103.4    81.9     0.0
(Min)       V       7.3    14.6    21.9    29.2    33.7    34.2    36.0
DL-Prec.  : M     164.6   143.4   108.1    58.7    20.8    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.8     6.9     7.2
DL-Prec.  : M     118.5   103.3    77.8    42.3    15.0    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1235.6  1076.6   811.6   440.6   156.0   123.6     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    50.9    51.6    54.3
Deck +    : M     889.6   775.2   584.4   317.3   112.4    89.0     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    36.6    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    50.5    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.5    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    36.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    11.9    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    33.5    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    10.9    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    14.5    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.7     4.8     5.0
LL + I    : M+   3446.0  3022.9  2310.7  1267.9   451.5   357.7     0.0
            V      95.6   138.5   169.6   200.8   221.0   223.2   231.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.8   143.5   171.5   200.8   221.0   223.2   231.1
            M    3027.9  2775.3  2184.8  1267.9   464.0   368.6    -0.0
Total     : M+   6660.5  5822.3  4420.2  2412.9   856.8   678.8     0.0
            V     124.4   195.8   255.5   315.2   353.2   357.2   372.0
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   145.6   200.9   257.4   315.2   353.2   357.2   372.0
            M    6242.4  5574.7  4294.4  2412.9   869.3   689.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.9             49.9
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     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     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     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    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   140.9   177.7   493.3   878.8  1144.8  1280.5  1266.6
            V     106.0   102.5   101.6    92.8    79.7    61.0    47.8    34.7
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   106.0   102.5   101.6    92.8    79.7    66.6    53.5    40.4
            M       0.0   140.9   177.7   493.3   878.8  1114.5  1200.7  1137.1
Total     : M+      0.0   394.2   497.5  1396.7  2543.2  3353.5  3816.8  3913.6
            V     217.2   208.3   205.9   183.1   147.5   106.2    70.6    35.0
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   217.2   208.3   205.9   183.1   147.5   111.9    76.3    40.7
            M       0.0   394.2   497.5  1396.7  2543.2  3323.3  3736.9  3784.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
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     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
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     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
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     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
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+   1280.5  1144.8   878.8   493.3   177.7   140.9     0.0
            V      47.8    61.0    79.7    92.8   101.6   102.5   106.0
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    53.5    66.6    79.7    92.8   101.6   102.5   106.0
            M    1200.7  1114.5   878.8   493.3   177.7   140.9     0.0
Total     : M+   3816.8  3353.5  2543.2  1396.7   497.5   394.2     0.0
            V      70.6   106.2   147.5   183.1   205.9   208.3   217.2
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    76.3   111.9   147.5   183.1   205.9   208.3   217.2
            M    3736.9  3323.3  2543.2  1396.7   497.5   394.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.016   0.045   0.084   0.110   0.126   0.131
Bottom        -0.000  -0.010  -0.013  -0.037  -0.067  -0.088  -0.100  -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   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.096   0.121   0.342   0.627   0.828   0.946   0.987
Bottom        -0.000  -0.078  -0.098  -0.276  -0.504  -0.663  -0.754  -0.786
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.006   0.007   0.021   0.039   0.051   0.059   0.061
Bottom        -0.000  -0.017  -0.022  -0.062  -0.113  -0.149  -0.170  -0.177
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.015   0.028   0.037   0.043   0.045
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.032   0.034
Bottom        -0.000  -0.010  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.177   0.321   0.419   0.476   0.492
Precast-top   -0.000   0.038   0.048   0.133   0.243   0.317   0.360   0.372
Bottom        -0.000  -0.111  -0.139  -0.390  -0.708  -0.921  -1.045  -1.078
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.062   0.078   0.220   0.401   0.524   0.596   0.617 
Precast-top   -0.013   0.150   0.204   0.665   1.231   1.583   1.727   1.828 
Bottom         0.461   1.735   1.665   1.064   0.320  -0.157  -0.384  -0.497 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.015   0.043   0.079   0.105   0.120   0.125 
Precast-top   -0.013   0.113   0.156   0.531   0.988   1.266   1.367   1.456 
Bottom         0.461   1.845   1.804   1.455   1.028   0.764   0.661   0.581 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.016   0.045   0.084   0.110   0.126   0.131
Bottom        -0.000  -0.010  -0.013  -0.037  -0.067  -0.088  -0.100  -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   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.096   0.121   0.342   0.627   0.828   0.946   0.987
Bottom        -0.000  -0.078  -0.098  -0.276  -0.504  -0.663  -0.754  -0.786
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.006   0.007   0.021   0.039   0.051   0.059   0.061
Bottom        -0.000  -0.017  -0.022  -0.062  -0.113  -0.149  -0.170  -0.177
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.015   0.028   0.037   0.043   0.045
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.032   0.034
Bottom        -0.000  -0.010  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.040   0.050   0.141   0.257   0.335   0.381   0.393
Precast-top   -0.000   0.030   0.038   0.107   0.194   0.254   0.288   0.298
Bottom        -0.000  -0.088  -0.112  -0.312  -0.566  -0.737  -0.836  -0.863
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.052   0.066   0.185   0.336   0.440   0.501   0.519 
Precast-top   -0.013   0.143   0.194   0.638   1.182   1.519   1.655   1.754 
Bottom         0.461   1.757   1.693   1.142   0.461   0.027  -0.175  -0.281 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.120   0.214   0.278   0.310   0.306
Precast-top   -0.000   0.026   0.033   0.091   0.162   0.210   0.234   0.232
Bottom        -0.000  -0.076  -0.096  -0.266  -0.471  -0.611  -0.679  -0.672
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.142   0.254   0.330   0.370   0.369 
Precast-top   -0.006   0.082   0.111   0.357   0.655   0.843   0.918   0.960 
Bottom         0.230   0.846   0.806   0.461   0.043  -0.228  -0.349  -0.381 
 

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
    372.0    6.5   67.6    0.628   4.0   6.00e-3 50.0    379.8     1.343    1.760      0.02
      0.0    0.5   67.4     41.9 0.156      29.6 0.87    12.00     0.101    1.285 
Transfer:   3.00
    357.2    6.5   67.6    2.833  18.1   1.77e-3 35.2    309.9     0.658    1.760      0.00
    689.6    2.4   66.5    189.0 0.146      68.9 2.06    12.00     0.101    1.678 
Critical:   6.18
    336.9    6.5   67.6    3.369  18.1   0.01e-3 29.0    197.5     0.331    1.760      0.00
   1529.3    2.8   66.2    189.0 0.138     158.8 4.76    12.00     0.101    1.773 
0.1L    :   9.63
    315.2    6.5   67.6    3.945  18.1  -0.00e-3 29.0    172.4     0.290    0.827      0.00
   2412.9    3.3   66.0    189.0 0.129     159.7 4.81    12.00     0.101    1.889 
0.2L    :  19.27
    257.4    6.5   63.1    5.208  18.1   0.65e-3 31.3    168.4     0.334    0.496      0.00
   4294.4    3.7   61.3    189.0 0.112      99.5 3.23    24.00     0.101    1.286 
0.3L    :  28.90
    200.9    6.5   65.4    5.208  18.1   1.69e-3 34.9    137.4     0.301    0.413      0.00
   5574.7    3.7   63.6    189.0 0.083      67.8 2.12    24.00     0.101    1.228 
0.4L    :  38.53
    145.6    6.5   67.7    5.208   0.0   2.01e-3 36.0     98.2     0.217    0.413      0.00
   6242.4    3.7   65.9    189.0 0.063      63.6 1.92    24.00     0.101    1.551 
0.5L    :  48.17
     91.5    6.5   67.7    5.208   0.0   1.74e-3 35.1     32.5     0.101    0.413      0.00
   6321.2    3.7   65.9    189.0 0.040      69.1 2.08    24.00     0.101    2.588 
0.6L    :  57.80
    145.6    6.5   67.7    5.208   0.0   2.01e-3 36.0     98.2     0.217    0.413      0.00
   6242.4    3.7   65.9    189.0 0.063      63.6 1.92    24.00     0.101    1.551 
0.7L    :  67.43
    200.9    6.5   65.4    5.208  18.1   1.69e-3 34.9    137.4     0.301    0.413      0.00
   5574.7    3.7   63.6    189.0 0.083      67.8 2.12    24.00     0.101    1.228 
0.8L    :  77.06
    257.4    6.5   63.1    5.208  18.1   0.65e-3 31.3    168.4     0.334    0.496      0.00
   4294.4    3.7   61.3    189.0 0.112      99.5 3.23    24.00     0.101    1.286 
0.9L    :  86.70
    315.2    6.5   67.6    3.945  18.1  -0.00e-3 29.0    172.4     0.290    0.827      0.00
   2412.9    3.3   66.0    189.0 0.129     159.7 4.81    12.00     0.101    1.889 
Critical:  90.15
    336.9    6.5   67.6    3.369  18.1   0.01e-3 29.0    197.5     0.331    1.760      0.00
   1529.3    2.8   66.2    189.0 0.138     158.8 4.76    12.00     0.101    1.773 
Transfer:  93.33
    357.2    6.5   67.6    2.833  18.1   1.77e-3 35.2    309.9     0.658    1.760      0.00
    689.6    2.4   66.5    189.0 0.146      68.9 2.06    12.00     0.101    1.678 
Bearing :  95.67
    372.0    6.5   67.6    0.628   4.0   6.00e-3 50.0    379.8     1.343    1.760      0.02
      0.0    0.5   67.4     41.9 0.156      29.6 0.87    12.00     0.101    1.285 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.04
 
 
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
    372.0      6.13     67.65    0.54       67.38    24.00      0.300      1.295      0.000      0.000*
Transfer:      2.33
    357.2      5.97     67.65    2.40       66.45    24.00      0.300      1.241      0.000      1.760 
Critical:      5.52
    337.0      5.65     67.65    2.85       66.23    24.00      0.300      1.135      0.000      1.760 
0.1L    :      8.97
    315.2      5.31     67.65    3.33       65.99    24.00      0.300      1.019      0.000      0.827 
0.2L    :     18.60
    257.4      4.67     63.08    3.65       61.26    24.00      0.300      0.806      0.000      0.496 
0.3L    :     28.23
    200.9      3.51     65.42    3.66       63.59    24.00      0.300      0.420      0.000      0.413 
0.4L    :     37.87
    145.6      2.45     67.75    3.66       65.92    24.00      0.300      0.068      0.000      0.413 
0.5L    :     47.50
     91.5      1.54     67.75    3.66       65.92    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    145.6      2.45     67.75    3.66       65.92    24.00      0.300      0.068      0.000      0.413 
0.7L    :     66.77
    200.9      3.51     65.42    3.66       63.59    24.00      0.300      0.420      0.000      0.413 
0.8L    :     76.40
    257.4      4.67     63.08    3.65       61.26    24.00      0.300      0.806      0.000      0.496 
0.9L    :     86.03
    315.2      5.31     67.65    3.33       65.99    24.00      0.300      1.019      0.000      0.827 
Critical:     89.48
    337.0      5.65     67.65    2.85       66.23    24.00      0.300      1.135      0.000      1.760 
Transfer:     92.67
    357.2      5.97     67.65    2.40       66.45    24.00      0.300      1.241      0.000      1.760 
Bearing :     95.00
    372.0      6.13     67.65    0.54       67.38    24.00      0.300      1.295      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
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          :       0.403            0.713            0.836
 
At 0.2 x L = 18.60 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
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          :       0.707            1.249            1.459
 
At 0.3 x L = 28.23 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
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          :       0.919            1.621            1.889
 
At 0.4 x L = 37.87 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
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          :       1.040            1.833            2.134
 
At 0.5 x L = 47.50 ft
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
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          :       1.084            1.911            2.223
 
At 0.6 x L = 57.13 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
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          :       1.040            1.833            2.134
 
At 0.7 x L = 66.77 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
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          :       0.919            1.621            1.889
 
At 0.8 x L = 76.40 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
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          :       0.707            1.249            1.459
 
At 0.9 x L = 86.03 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
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          :       0.403            0.713            0.836
 

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
   678.8    59.1  3.399  266.4    2.8   2.40   4372.3  0.071T 1.00       -       -     -     -  
H/2     :   2.97
   856.8    59.3  3.527  266.3    2.9   2.49   4542.8  0.068T 1.00       -       -     -     -  
0.1L    :   8.97
  2412.9    60.7  4.734  265.1    3.9   3.33   6180.4  0.050T 1.00       -       -     -     -  
0.2L    :  18.60
  4420.2    63.1  5.208  264.8    4.3   3.65   7041.0  0.045T 1.00   5753.4  5753.4    1.22    -  
0.3L    :  28.23
  5822.3    65.4  5.208  265.0    4.3   3.66   7314.0  0.045T 1.00   5847.9  5847.9    1.25    -  
0.4L    :  37.87
  6660.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   6022.3  6022.3    1.26    -  
0.5L    :  47.50
  6911.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   5983.2  5983.2    1.27    -  
0.6L    :  57.13
  6660.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   6022.3  6022.3    1.26    -  
0.7L    :  66.77
  5822.3    65.4  5.208  265.0    4.3   3.66   7314.0  0.045T 1.00   5847.9  5847.9    1.25    -  
0.8L    :  76.40
  4420.2    63.1  5.208  264.8    4.3   3.65   7041.0  0.045T 1.00   5753.4  5753.4    1.22    -  
0.9L    :  86.03
  2412.9    60.7  4.734  265.1    3.9   3.33   6180.4  0.050T 1.00       -       -     -     -  
H/2     :  92.03
   856.8    59.3  3.527  266.3    2.9   2.49   4542.8  0.068T 1.00       -       -     -     -  
Transfer:  92.67
   678.8    59.1  3.399  266.4    2.8   2.40   4372.3  0.071T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.155
 
  2   2 E  60.00 Ft     0.327
        M   4.00 Fb     0.104
 
  3   2 E  58.00 Ft     0.604
        M   2.00 Fb     0.064
 
  4   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.290
 
  5   2 E   6.00 Ft     0.502
        M   6.00 Fb     0.516
 
  6   2 E   6.00 Ft     0.451
        M   6.00 Fb     0.742
 
  7   2 E   6.00 Ft     0.400
        M   6.00 Fb     0.968
 
  8   2 E   2.00 Ft     0.322
        M   2.00 Fb     1.216
 
  9   2 E   2.00 Ft     0.243
        M   2.00 Fb     1.464
 
 10   2 E   2.00 Ft     0.165
        M   2.00 Fb     1.712
 
 11   2 E   2.00 Ft     0.086
        M   2.00 Fb     1.961
 
 12   2 E   2.00 Ft     0.008
        M   2.00 Fb     2.209
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.78 %               Final losses: 12.00 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.209     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       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)                  7587.08     6911.48     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   0.617     Midspan    1.800   0.125     Midspan
    Pre.Top:   3.600   1.828     Midspan    2.700   1.456     Midspan
    Pre.Bot:   3.600   1.735    Transfer    2.700   1.845    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.013     Bearing
    Pre.Bot:  -0.465  -0.281     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.960     Midspan
    Pre.Bot:                                                             2.400   0.846    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
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          :       1.084            1.911            2.223
 
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   95.00
     DC  Line       0.087      0.00       0.087   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 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)  : 0.775   (Calculated)    
Live Moment (1  lane  loaded)  : 0.536   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.131   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.905   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.4    834.5    834.5    834.5    834.5    834.5    834.5    834.5
  Yb      ,  in    28.63    28.21    28.20    28.16    28.08    28.01    27.93    27.93
  MI(Ixx) , in4   424332   430056   430191   431527   433904   436567   439515   439515
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1580.4   1600.0   1600.0   1600.0   1600.0   1600.0   1600.0   1600.0
  Yb      ,  in    47.41    46.97    46.97    46.95    46.91    46.88    46.84    46.84
  MI(Ixx) , in4  1018122  1042510  1042781  1045401  1049827  1054523  1059490  1059490

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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 12.83 in):
    12 @  2.000 in     8 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.987 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.984 ft
Holddown Force        =  20.457 kips     Beam Shrtng (PL/AE)   =      0.308 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)       
--------------------------------------------------------------------------------------
      2314.173         740 1712.488     20.004 81017.719  1281.301     609.763        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     17.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.1670     27.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1670     69.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.1631     79.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.1631     86.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.1631     89.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      89.1631     89.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      89.7050     95.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.2050     95.7050     No
      2      US#6[M19]       60.00        0.88       6.00      95.7050     96.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2050     96.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.33 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.825 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.49 ksi    0.00 ksi
    due to Live Loads                                      -4.66 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                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.33 ksi  ( 5.78 %)            12.19 ksi ( 6.22 %)
Total Prestress Losses                                    23.51 ksi (12.00 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.5 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 : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.7     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   204.4   258.0   724.5  1320.4  1727.4  1969.1  2032.3
            V     132.0   127.5   126.3   114.7    96.9    79.1    54.6    36.8
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   132.0   127.5   126.3   114.7    98.0    82.0    66.7    52.1
            M      -0.0   210.6   265.1   724.5  1248.5  1585.9  1730.2  1695.0
Total     : M+      0.0   457.7   577.8  1627.9  2984.8  3936.1  4505.4  4679.4
            V     243.3   233.3   230.6   205.0   164.7   124.4    77.4    37.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   243.3   233.3   230.6   205.0   165.8   127.3    89.5    52.4
            M      -0.0   463.9   585.0  1627.9  2912.9  3794.6  4266.5  4342.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1969.1  1727.4  1320.4   724.5   258.0   204.4     0.0
            V      54.6    79.1    96.9   114.7   126.3   127.5   132.0
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    66.7    82.0    98.0   114.7   126.3   127.5   132.0
            M    1730.2  1585.9  1248.5   724.5   265.1   210.6    -0.0
Total     : M+   4505.4  3936.1  2984.8  1627.9   577.8   457.7     0.0
            V      77.4   124.4   164.7   205.0   230.6   233.3   243.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    89.5   127.3   165.8   205.0   230.6   233.3   243.3
            M    4266.5  3794.6  2912.9  1627.9   585.0   463.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.9             39.9
Deck+Haunch            43.4             43.4
Diaphragm               0.2              0.3
DL-Prec.(DC)            5.8              5.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     0.0
Diaphragm : M       0.0     0.6     0.7     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   163.5   206.4   579.6  1056.3  1381.9  1575.3  1625.9
            V     105.6   102.0   101.0    91.8    77.5    63.3    43.7    29.4
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   105.6   102.0   101.0    91.8    78.4    65.6    53.4    41.7
            M      -0.0   168.5   212.1   579.6   998.8  1268.7  1384.2  1356.0
Total     : M+      0.0   416.8   526.2  1483.0  2720.7  3590.6  4111.6  4272.9
            V     216.8   207.8   205.3   182.0   145.3   108.5    66.4    29.7
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   216.8   207.8   205.3   182.0   146.2   110.9    76.1    41.9
            M      -0.0   421.8   531.9  1483.0  2663.2  3477.5  3920.4  4003.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1575.3  1381.9  1056.3   579.6   206.4   163.5     0.0
            V      43.7    63.3    77.5    91.8   101.0   102.0   105.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    53.4    65.6    78.4    91.8   101.0   102.0   105.6
            M    1384.2  1268.7   998.8   579.6   212.1   168.5    -0.0
Total     : M+   4111.6  3590.6  2720.7  1483.0   526.2   416.8     0.0
            V      66.4   108.5   145.3   182.0   205.3   207.8   216.8
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    76.1   110.9   146.2   182.0   205.3   207.8   216.8
            M    3920.4  3477.5  2663.2  1483.0   531.9   421.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   113.7   143.6   405.6   747.0   990.9  1137.2  1186.0
(Max)       V      49.9    47.5    46.8    40.5    30.4    20.3    10.1     0.0
Self wt.  : M       0.0    81.9   103.4   292.0   537.8   713.4   818.8   853.9
(Min)       V      36.0    34.2    33.7    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    16.5    20.8    58.7   108.1   143.4   164.6   171.6
DC(Max)     V       7.2     6.9     6.8     5.9     4.4     2.9     1.5     0.0
DL-Prec.  : M       0.0    11.9    15.0    42.3    77.8   103.3   118.5   123.6
DC(Min)     V       5.2     4.9     4.9     4.2     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   123.6   156.0   440.6   811.6  1076.6  1235.6  1288.6
Haunch (Max)V      54.3    51.6    50.9    44.0    33.0    22.0    11.0     0.0
Deck +    : M       0.0    89.0   112.4   317.3   584.4   775.2   889.6   927.8
Haunch (Min)V      39.1    37.1    36.6    31.7    23.8    15.8     7.9     0.0
Diaphragm : M       0.0     0.7     0.9     2.8     5.8     8.8    11.8    14.8
(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     2.0     4.2     6.4     8.5    10.7
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    40.0    50.5   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.5    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    36.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    11.9    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    33.5    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    10.9     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    14.5    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.7     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   357.7   451.5  1267.9  2310.7  3022.9  3446.0  3556.6
            V     231.1   223.2   221.0   200.8   169.6   138.5    95.6    64.4
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   231.1   223.2   221.0   200.8   171.5   143.5   116.8    91.2
            M      -0.0   368.6   464.0  1267.9  2184.8  2775.3  3027.9  2966.3
Total     : M+      0.0   678.8   856.8  2412.9  4420.2  5822.3  6660.5  6911.5
            V     372.0   357.2   353.2   315.2   255.5   195.8   124.4    64.7
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   372.0   357.2   353.2   315.2   257.4   200.9   145.6    91.5
            M      -0.0   689.6   869.3  2412.9  4294.4  5574.7  6242.4  6321.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M    1137.2   990.9   747.0   405.6   143.6   113.7     0.0
(Max)       V      10.1    20.3    30.4    40.5    46.8    47.5    49.9
Self wt.  : M     818.8   713.4   537.8   292.0   103.4    81.9     0.0
(Min)       V       7.3    14.6    21.9    29.2    33.7    34.2    36.0
DL-Prec.  : M     164.6   143.4   108.1    58.7    20.8    16.5     0.0
DC(Max)     V       1.5     2.9     4.4     5.9     6.8     6.9     7.2
DL-Prec.  : M     118.5   103.3    77.8    42.3    15.0    11.9     0.0
DC(Min)     V       1.1     2.1     3.2     4.2     4.9     4.9     5.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    1235.6  1076.6   811.6   440.6   156.0   123.6     0.0
Haunch (Max)V      11.0    22.0    33.0    44.0    50.9    51.6    54.3
Deck +    : M     889.6   775.2   584.4   317.3   112.4    89.0     0.0
Haunch (Min)V       7.9    15.8    23.8    31.7    36.6    37.1    39.1
Diaphragm : M      11.8     8.8     5.8     2.8     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       8.5     6.4     4.2     2.0     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     400.2   348.7   262.9   142.7    50.5    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.5    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    36.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    11.9    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    33.5    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    10.9    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    14.5    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.7     4.8     5.0
LL + I    : M+   3446.0  3022.9  2310.7  1267.9   451.5   357.7     0.0
            V      95.6   138.5   169.6   200.8   221.0   223.2   231.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   116.8   143.5   171.5   200.8   221.0   223.2   231.1
            M    3027.9  2775.3  2184.8  1267.9   464.0   368.6    -0.0
Total     : M+   6660.5  5822.3  4420.2  2412.9   856.8   678.8     0.0
            V     124.4   195.8   255.5   315.2   353.2   357.2   372.0
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   145.6   200.9   257.4   315.2   353.2   357.2   372.0
            M    6242.4  5574.7  4294.4  2412.9   869.3   689.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.9             49.9
Deck+Haunch            54.3             54.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            7.2              7.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    13.2    16.6    47.0    86.5   114.7   131.7   137.3
DC(Max)     V       5.8     5.5     5.4     4.7     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    98.9   124.8   352.5   649.3   861.3   988.5  1030.9
Haunch (Max)V      43.4    41.3    40.7    35.2    26.4    17.6     8.8     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     2.2     4.7     7.1     9.5    11.9
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     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    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   140.9   177.7   493.3   878.8  1144.8  1280.5  1266.6
            V     106.0   102.5   101.6    92.8    79.7    61.0    47.8    34.7
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   106.0   102.5   101.6    92.8    79.7    66.6    53.5    40.4
            M       0.0   140.9   177.7   493.3   878.8  1114.5  1200.7  1137.1
Total     : M+      0.0   394.2   497.5  1396.7  2543.2  3353.5  3816.8  3913.6
            V     217.2   208.3   205.9   183.1   147.5   106.2    70.6    35.0
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   217.2   208.3   205.9   183.1   147.5   111.9    76.3    40.7
            M       0.0   394.2   497.5  1396.7  2543.2  3323.3  3736.9  3784.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
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     131.7   114.7    86.5    47.0    16.6    13.2     0.0
DC(Max)     V       1.2     2.3     3.5     4.7     5.4     5.5     5.8
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     988.5   861.3   649.3   352.5   124.8    98.9     0.0
Haunch (Max)V       8.8    17.6    26.4    35.2    40.7    41.3    43.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       9.5     7.1     4.7     2.2     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     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
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     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
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+   1280.5  1144.8   878.8   493.3   177.7   140.9     0.0
            V      47.8    61.0    79.7    92.8   101.6   102.5   106.0
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    53.5    66.6    79.7    92.8   101.6   102.5   106.0
            M    1200.7  1114.5   878.8   493.3   177.7   140.9     0.0
Total     : M+   3816.8  3353.5  2543.2  1396.7   497.5   394.2     0.0
            V      70.6   106.2   147.5   183.1   205.9   208.3   217.2
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    76.3   111.9   147.5   183.1   205.9   208.3   217.2
            M    3736.9  3323.3  2543.2  1396.7   497.5   394.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.016   0.045   0.084   0.110   0.126   0.131
Bottom        -0.000  -0.010  -0.013  -0.037  -0.067  -0.088  -0.100  -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   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.096   0.121   0.342   0.627   0.828   0.946   0.987
Bottom        -0.000  -0.078  -0.098  -0.276  -0.504  -0.663  -0.754  -0.786
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.006   0.007   0.021   0.039   0.051   0.059   0.061
Bottom        -0.000  -0.017  -0.022  -0.062  -0.113  -0.149  -0.170  -0.177
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.015   0.028   0.037   0.043   0.045
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.032   0.034
Bottom        -0.000  -0.010  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.050   0.063   0.177   0.321   0.419   0.476   0.492
Precast-top   -0.000   0.038   0.048   0.133   0.243   0.317   0.360   0.372
Bottom        -0.000  -0.111  -0.139  -0.390  -0.708  -0.921  -1.045  -1.078
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.062   0.078   0.220   0.401   0.524   0.596   0.617 
Precast-top   -0.013   0.150   0.204   0.665   1.231   1.583   1.727   1.828 
Bottom         0.461   1.735   1.665   1.064   0.320  -0.157  -0.384  -0.497 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.012   0.015   0.043   0.079   0.105   0.120   0.125 
Precast-top   -0.013   0.113   0.156   0.531   0.988   1.266   1.367   1.456 
Bottom         0.461   1.845   1.804   1.455   1.028   0.764   0.661   0.581 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.016   0.045   0.084   0.110   0.126   0.131
Bottom        -0.000  -0.010  -0.013  -0.037  -0.067  -0.088  -0.100  -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   0.001   0.001   0.002   0.004   0.007   0.009   0.011
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.005  -0.007  -0.009
 
Deck + Haunch
Precast-top   -0.000   0.096   0.121   0.342   0.627   0.828   0.946   0.987
Bottom        -0.000  -0.078  -0.098  -0.276  -0.504  -0.663  -0.754  -0.786
 
DL-Comp (DC)
Topping-top   -0.000   0.008   0.010   0.028   0.051   0.068   0.077   0.081
Precast-top   -0.000   0.006   0.007   0.021   0.039   0.051   0.059   0.061
Bottom        -0.000  -0.017  -0.022  -0.062  -0.113  -0.149  -0.170  -0.177
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.005   0.015   0.028   0.037   0.043   0.045
Precast-top   -0.000   0.003   0.004   0.012   0.021   0.028   0.032   0.034
Bottom        -0.000  -0.010  -0.012  -0.034  -0.062  -0.082  -0.094  -0.098
 
LL+I(+)
Topping-top   -0.000   0.040   0.050   0.141   0.257   0.335   0.381   0.393
Precast-top   -0.000   0.030   0.038   0.107   0.194   0.254   0.288   0.298
Bottom        -0.000  -0.088  -0.112  -0.312  -0.566  -0.737  -0.836  -0.863
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.052   0.066   0.185   0.336   0.440   0.501   0.519 
Precast-top   -0.013   0.143   0.194   0.638   1.182   1.519   1.655   1.754 
Bottom         0.461   1.757   1.693   1.142   0.461   0.027  -0.175  -0.281 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.120   0.214   0.278   0.310   0.306
Precast-top   -0.000   0.026   0.033   0.091   0.162   0.210   0.234   0.232
Bottom        -0.000  -0.076  -0.096  -0.266  -0.471  -0.611  -0.679  -0.672
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.142   0.254   0.330   0.370   0.369 
Precast-top   -0.006   0.082   0.111   0.357   0.655   0.843   0.918   0.960 
Bottom         0.230   0.846   0.806   0.461   0.043  -0.228  -0.349  -0.381 
 

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
    372.0    6.5   67.6    0.628   4.0   6.00e-3 50.0    379.8     1.343    1.760      0.02
      0.0    0.5   67.4     41.9 0.156      29.6 0.87    12.00     0.101    1.285 
Transfer:   3.00
    357.2    6.5   67.6    2.833  18.1   1.77e-3 35.2    309.9     0.658    1.760      0.00
    689.6    2.4   66.5    189.0 0.146      68.9 2.06    12.00     0.101    1.678 
Critical:   6.18
    336.9    6.5   67.6    3.369  18.1   0.01e-3 29.0    197.5     0.331    1.760      0.00
   1529.3    2.8   66.2    189.0 0.138     158.8 4.76    12.00     0.101    1.773 
0.1L    :   9.63
    315.2    6.5   67.6    3.945  18.1  -0.00e-3 29.0    172.4     0.290    0.827      0.00
   2412.9    3.3   66.0    189.0 0.129     159.7 4.81    12.00     0.101    1.889 
0.2L    :  19.27
    257.4    6.5   63.1    5.208  18.1   0.65e-3 31.3    168.4     0.334    0.496      0.00
   4294.4    3.7   61.3    189.0 0.112      99.5 3.23    24.00     0.101    1.286 
0.3L    :  28.90
    200.9    6.5   65.4    5.208  18.1   1.69e-3 34.9    137.4     0.301    0.413      0.00
   5574.7    3.7   63.6    189.0 0.083      67.8 2.12    24.00     0.101    1.228 
0.4L    :  38.53
    145.6    6.5   67.7    5.208   0.0   2.01e-3 36.0     98.2     0.217    0.413      0.00
   6242.4    3.7   65.9    189.0 0.063      63.6 1.92    24.00     0.101    1.551 
0.5L    :  48.17
     91.5    6.5   67.7    5.208   0.0   1.74e-3 35.1     32.5     0.101    0.413      0.00
   6321.2    3.7   65.9    189.0 0.040      69.1 2.08    24.00     0.101    2.588 
0.6L    :  57.80
    145.6    6.5   67.7    5.208   0.0   2.01e-3 36.0     98.2     0.217    0.413      0.00
   6242.4    3.7   65.9    189.0 0.063      63.6 1.92    24.00     0.101    1.551 
0.7L    :  67.43
    200.9    6.5   65.4    5.208  18.1   1.69e-3 34.9    137.4     0.301    0.413      0.00
   5574.7    3.7   63.6    189.0 0.083      67.8 2.12    24.00     0.101    1.228 
0.8L    :  77.06
    257.4    6.5   63.1    5.208  18.1   0.65e-3 31.3    168.4     0.334    0.496      0.00
   4294.4    3.7   61.3    189.0 0.112      99.5 3.23    24.00     0.101    1.286 
0.9L    :  86.70
    315.2    6.5   67.6    3.945  18.1  -0.00e-3 29.0    172.4     0.290    0.827      0.00
   2412.9    3.3   66.0    189.0 0.129     159.7 4.81    12.00     0.101    1.889 
Critical:  90.15
    336.9    6.5   67.6    3.369  18.1   0.01e-3 29.0    197.5     0.331    1.760      0.00
   1529.3    2.8   66.2    189.0 0.138     158.8 4.76    12.00     0.101    1.773 
Transfer:  93.33
    357.2    6.5   67.6    2.833  18.1   1.77e-3 35.2    309.9     0.658    1.760      0.00
    689.6    2.4   66.5    189.0 0.146      68.9 2.06    12.00     0.101    1.678 
Bearing :  95.67
    372.0    6.5   67.6    0.628   4.0   6.00e-3 50.0    379.8     1.343    1.760      0.02
      0.0    0.5   67.4     41.9 0.156      29.6 0.87    12.00     0.101    1.285 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.04
 
 
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
    372.0      6.13     67.65    0.54       67.38    24.00      0.300      1.295      0.000      0.000*
Transfer:      2.33
    357.2      5.97     67.65    2.40       66.45    24.00      0.300      1.241      0.000      1.760 
Critical:      5.52
    337.0      5.65     67.65    2.85       66.23    24.00      0.300      1.135      0.000      1.760 
0.1L    :      8.97
    315.2      5.31     67.65    3.33       65.99    24.00      0.300      1.019      0.000      0.827 
0.2L    :     18.60
    257.4      4.67     63.08    3.65       61.26    24.00      0.300      0.806      0.000      0.496 
0.3L    :     28.23
    200.9      3.51     65.42    3.66       63.59    24.00      0.300      0.420      0.000      0.413 
0.4L    :     37.87
    145.6      2.45     67.75    3.66       65.92    24.00      0.300      0.068      0.000      0.413 
0.5L    :     47.50
     91.5      1.54     67.75    3.66       65.92    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    145.6      2.45     67.75    3.66       65.92    24.00      0.300      0.068      0.000      0.413 
0.7L    :     66.77
    200.9      3.51     65.42    3.66       63.59    24.00      0.300      0.420      0.000      0.413 
0.8L    :     76.40
    257.4      4.67     63.08    3.65       61.26    24.00      0.300      0.806      0.000      0.496 
0.9L    :     86.03
    315.2      5.31     67.65    3.33       65.99    24.00      0.300      1.019      0.000      0.827 
Critical:     89.48
    337.0      5.65     67.65    2.85       66.23    24.00      0.300      1.135      0.000      1.760 
Transfer:     92.67
    357.2      5.97     67.65    2.40       66.45    24.00      0.300      1.241      0.000      1.760 
Bearing :     95.00
    372.0      6.13     67.65    0.54       67.38    24.00      0.300      1.295      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
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          :       0.403            0.713            0.836
 
At 0.2 x L = 18.60 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
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          :       0.707            1.249            1.459
 
At 0.3 x L = 28.23 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
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          :       0.919            1.621            1.889
 
At 0.4 x L = 37.87 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
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          :       1.040            1.833            2.134
 
At 0.5 x L = 47.50 ft
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
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          :       1.084            1.911            2.223
 
At 0.6 x L = 57.13 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
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          :       1.040            1.833            2.134
 
At 0.7 x L = 66.77 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
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          :       0.919            1.621            1.889
 
At 0.8 x L = 76.40 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
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          :       0.707            1.249            1.459
 
At 0.9 x L = 86.03 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
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          :       0.403            0.713            0.836
 

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
   678.8    59.1  3.399  266.4    2.8   2.40   4372.3  0.071T 1.00       -       -     -     -  
H/2     :   2.97
   856.8    59.3  3.527  266.3    2.9   2.49   4542.8  0.068T 1.00       -       -     -     -  
0.1L    :   8.97
  2412.9    60.7  4.734  265.1    3.9   3.33   6180.4  0.050T 1.00       -       -     -     -  
0.2L    :  18.60
  4420.2    63.1  5.208  264.8    4.3   3.65   7041.0  0.045T 1.00   5753.4  5753.4    1.22    -  
0.3L    :  28.23
  5822.3    65.4  5.208  265.0    4.3   3.66   7314.0  0.045T 1.00   5847.9  5847.9    1.25    -  
0.4L    :  37.87
  6660.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   6022.3  6022.3    1.26    -  
0.5L    :  47.50
  6911.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   5983.2  5983.2    1.27    -  
0.6L    :  57.13
  6660.5    67.7  5.208  265.2    4.3   3.66   7587.1  0.045T 1.00   6022.3  6022.3    1.26    -  
0.7L    :  66.77
  5822.3    65.4  5.208  265.0    4.3   3.66   7314.0  0.045T 1.00   5847.9  5847.9    1.25    -  
0.8L    :  76.40
  4420.2    63.1  5.208  264.8    4.3   3.65   7041.0  0.045T 1.00   5753.4  5753.4    1.22    -  
0.9L    :  86.03
  2412.9    60.7  4.734  265.1    3.9   3.33   6180.4  0.050T 1.00       -       -     -     -  
H/2     :  92.03
   856.8    59.3  3.527  266.3    2.9   2.49   4542.8  0.068T 1.00       -       -     -     -  
Transfer:  92.67
   678.8    59.1  3.399  266.4    2.8   2.40   4372.3  0.071T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.155
 
  2   2 E  60.00 Ft     0.327
        M   4.00 Fb     0.104
 
  3   2 E  58.00 Ft     0.604
        M   2.00 Fb     0.064
 
  4   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.290
 
  5   2 E   6.00 Ft     0.502
        M   6.00 Fb     0.516
 
  6   2 E   6.00 Ft     0.451
        M   6.00 Fb     0.742
 
  7   2 E   6.00 Ft     0.400
        M   6.00 Fb     0.968
 
  8   2 E   2.00 Ft     0.322
        M   2.00 Fb     1.216
 
  9   2 E   2.00 Ft     0.243
        M   2.00 Fb     1.464
 
 10   2 E   2.00 Ft     0.165
        M   2.00 Fb     1.712
 
 11   2 E   2.00 Ft     0.086
        M   2.00 Fb     1.961
 
 12   2 E   2.00 Ft     0.008
        M   2.00 Fb     2.209
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.78 %               Final losses: 12.00 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.209     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       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)                  7587.08     6911.48     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   0.617     Midspan    1.800   0.125     Midspan
    Pre.Top:   3.600   1.828     Midspan    2.700   1.456     Midspan
    Pre.Bot:   3.600   1.735    Transfer    2.700   1.845    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.013     Bearing
    Pre.Bot:  -0.465  -0.281     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   0.960     Midspan
    Pre.Bot:                                                             2.400   0.846    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
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          :       1.084            1.911            2.223
 
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   95.00
     DC  Line       0.076      0.00       0.076   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.330 ft
Release length = 96.330 ft
Design  length = 95.000 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)  : 0.758   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.899   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.990   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97     8.97    18.60    28.23    37.87    47.50
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    813.4    834.5    834.5    834.5    834.5    834.5    834.5    834.5
  Yb      ,  in    28.63    28.21    28.20    28.16    28.08    28.01    27.93    27.93
  MI(Ixx) , in4   424332   430056   430191   431527   433904   436567   439515   439515
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1488.9   1508.5   1508.5   1508.5   1508.5   1508.5   1508.5   1508.5
  Yb      ,  in    46.18    45.74    45.73    45.71    45.67    45.63    45.59    45.59
  MI(Ixx) , in4   978938  1001651  1001912  1004441  1008721  1013271  1018091  1018091

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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.53 ft from member end )
END PATTERN (Ycg = 12.83 in):
    12 @  2.000 in     8 @  6.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.50 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in
(B) Straight:
    12 @  2.000 in     8 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.935 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.919 ft
Holddown Force        =  20.457 kips     Beam Shrtng (PL/AE)   =      0.308 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)       
--------------------------------------------------------------------------------------
      2314.173         740 1712.488     20.004 81017.719  1281.301     609.763        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.1250     No
      2      US#6[M19]       60.00        0.88       6.00       1.1250      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     10.1670    Yes
      2      US#5[M16]       60.00        0.62      12.00      10.1670     17.1670    Yes
      2      US#5[M16]       60.00        0.62      15.00      17.1670     27.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      27.1670     69.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      69.1631     79.1631    Yes
      2      US#5[M16]       60.00        0.62      12.00      79.1631     86.1631    Yes
      2      US#5[M16]       60.00        0.62       9.00      86.1631     89.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50      89.1631     89.7050    Yes
      2      US#6[M19]       60.00        0.88       6.00      89.7050     95.2050    Yes
      2      US#6[M19]       60.00        0.88       6.00      95.2050     95.7050     No
      2      US#6[M19]       60.00        0.88       6.00      95.7050     96.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50      96.2050     96.3300     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start   End   Side Cover 
                  (in)      (in2)  (ft)    (ft)     (in)    
------------------------------------------------------------
      6    5           2.00 1.860 0.0000 96.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.50 in
         P_init    =     1020.9 kips  Ecc = 25.25 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.33 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.825 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -4.05 ksi    0.00 ksi
    due to Composite Loads                                 -1.50 ksi    0.00 ksi
    due to Live Loads                                      -4.87 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                        10.54 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.33 ksi  ( 5.78 %)            12.51 ksi ( 6.38 %)
Total Prestress Losses                                    23.84 ksi (12.16 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    12.0    15.2    42.9    79.0   104.8   120.3   125.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1   109.9   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    35.8    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   211.1   266.5   748.4  1363.9  1784.2  2034.0  2099.2
            V     115.6   111.7   110.6   100.4    84.9    69.3    47.8    32.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   115.6   111.7   110.6   100.4    85.8    71.8    58.4    45.6
            M      -0.0   217.6   273.8   748.4  1289.6  1638.1  1787.2  1750.8
Total     : M+      0.0   451.2   569.6  1604.5  2941.0  3876.8  4436.2  4605.5
            V     221.0   211.9   209.4   186.0   149.0   112.1    69.3    32.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   221.0   211.9   209.4   186.0   150.0   114.6    79.9    45.7
            M      -0.0   457.6   577.0  1604.5  2866.7  3730.6  4189.4  4257.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     120.3   104.8    79.0    42.9    15.2    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5   109.9    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    35.8    36.3    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   2034.0  1784.2  1363.9   748.4   266.5   211.1     0.0
            V      47.8    69.3    84.9   100.4   110.6   111.7   115.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.4    71.8    85.8   100.4   110.6   111.7   115.6
            M    1787.2  1638.1  1289.6   748.4   273.8   217.6    -0.0
Total     : M+   4436.2  3876.8  2941.0  1604.5   569.6   451.2     0.0
            V      69.3   112.1   149.0   186.0   209.4   211.9   221.0
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    79.9   114.6   150.0   186.0   209.4   211.9   221.0
            M    4189.4  3730.6  2866.7  1604.5   577.0   457.6    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.9             39.9
Deck+Haunch            38.2             38.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           38.8             38.8
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
DL-Prec.  : M       0.0    12.0    15.2    42.9    79.0   104.8   120.3   125.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1   109.9   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    35.8    31.0    23.3    15.5     7.8     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.3     3.5     4.7     5.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     0.0
DL-Comp   : M       0.0    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     0.0
LL + I    : M+      0.0   168.9   213.2   598.7  1091.1  1427.4  1627.2  1679.4
            V      92.5    89.3    88.5    80.4    67.9    55.4    38.2    25.8
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    92.5    89.3    88.5    80.4    68.7    57.5    46.7    36.5
            M      -0.0   174.0   219.1   598.7  1031.7  1310.5  1429.7  1400.7
Total     : M+      0.0   409.0   516.3  1454.8  2668.3  3519.9  4029.4  4185.7
            V     197.9   189.6   187.3   165.9   132.1    98.2    59.7    25.9
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   197.9   189.6   187.3   165.9   132.8   100.3    68.2    36.6
            M      -0.0   414.1   522.2  1454.8  2608.8  3403.0  3832.0  3906.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
DL-Prec.  : M     120.3   104.8    79.0    42.9    15.2    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5   109.9    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    35.8    36.3    38.2
Diaphragm : M       4.7     3.5     2.3     1.1     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
DL-Comp   : M     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
LL + I    : M+   1627.2  1427.4  1091.1   598.7   213.2   168.9     0.0
            V      38.2    55.4    67.9    80.4    88.5    89.3    92.5
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    46.7    57.5    68.7    80.4    88.5    89.3    92.5
            M    1429.7  1310.5  1031.7   598.7   219.1   174.0    -0.0
Total     : M+   4029.4  3519.9  2668.3  1454.8   516.3   409.0     0.0
            V      59.7    98.2   132.1   165.9   187.3   189.6   197.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    68.2   100.3   132.8   165.9   187.3   189.6   197.9
            M    3832.0  3403.0  2608.8  1454.8   522.2   414.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0   113.7   143.6   405.6   747.0   990.9  1137.2  1186.0
(Max)       V      49.9    47.5    46.8    40.5    30.4    20.3    10.1     0.0
Self wt.  : M       0.0    81.9   103.4   292.0   537.8   713.4   818.8   853.9
(Min)       V      36.0    34.2    33.7    29.2    21.9    14.6     7.3     0.0
DL-Prec.  : M       0.0    15.0    19.0    53.6    98.7   131.0   150.3   156.8
DC(Max)     V       6.6     6.3     6.2     5.4     4.0     2.7     1.3     0.0
DL-Prec.  : M       0.0    10.8    13.7    38.6    71.1    94.3   108.2   112.9
DC(Min)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   108.8   137.4   388.1   714.8   948.2  1088.2  1134.9
Haunch (Max)V      47.8    45.4    44.8    38.8    29.1    19.4     9.7     0.0
Deck +    : M       0.0    78.4    99.0   279.4   514.7   682.7   783.5   817.1
Haunch (Min)V      34.4    32.7    32.3    27.9    20.9    14.0     7.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.4     2.9     4.4     5.9     7.4
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.0     2.1     3.2     4.3     5.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    40.0    50.5   142.7   262.9   348.7   400.2   417.4
DC(Max)     V      17.6    16.7    16.5    14.3    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    28.8    36.4   102.8   189.3   251.1   288.2   300.5
DC(Min)     V      12.7    12.0    11.9    10.3     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    26.5    33.5    94.5   174.1   230.9   265.0   276.4
DW(Max)     V      11.6    11.1    10.9     9.4     7.1     4.7     2.4     0.0
DL-Comp   : M       0.0    11.5    14.5    41.0    75.4   100.1   114.8   119.8
DW(Min)     V       5.0     4.8     4.7     4.1     3.1     2.0     1.0     0.0
LL + I    : M+      0.0   369.5   466.3  1309.7  2386.8  3122.4  3559.4  3673.7
            V     202.3   195.4   193.5   175.8   148.5   121.2    83.7    56.4
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   202.3   195.4   193.5   175.8   150.2   125.7   102.2    79.8
            M      -0.0   380.7   479.2  1309.7  2256.8  2866.7  3127.6  3064.0
Total     : M+      0.0   674.0   850.8  2395.6  4387.2  5776.6  6606.4  6852.6
            V     336.0   322.5   318.9   284.3   229.9   175.5   110.9    56.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   336.0   322.5   318.9   284.3   231.6   180.0   129.5    80.0
            M      -0.0   685.2   863.7  2395.6  4257.2  5520.9  6174.5  6242.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M    1137.2   990.9   747.0   405.6   143.6   113.7     0.0
(Max)       V      10.1    20.3    30.4    40.5    46.8    47.5    49.9
Self wt.  : M     818.8   713.4   537.8   292.0   103.4    81.9     0.0
(Min)       V       7.3    14.6    21.9    29.2    33.7    34.2    36.0
DL-Prec.  : M     150.3   131.0    98.7    53.6    19.0    15.0     0.0
DC(Max)     V       1.3     2.7     4.0     5.4     6.2     6.3     6.6
DL-Prec.  : M     108.2    94.3    71.1    38.6    13.7    10.8     0.0
DC(Min)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1088.2   948.2   714.8   388.1   137.4   108.8     0.0
Haunch (Max)V       9.7    19.4    29.1    38.8    44.8    45.4    47.8
Deck +    : M     783.5   682.7   514.7   279.4    99.0    78.4     0.0
Haunch (Min)V       7.0    14.0    20.9    27.9    32.3    32.7    34.4
Diaphragm : M       5.9     4.4     2.9     1.4     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.3     3.2     2.1     1.0     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     400.2   348.7   262.9   142.7    50.5    40.0     0.0
DC(Max)     V       3.6     7.1    10.7    14.3    16.5    16.7    17.6
DL-Comp   : M     288.2   251.1   189.3   102.8    36.4    28.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.3    11.9    12.0    12.7
DL-Comp   : M     265.0   230.9   174.1    94.5    33.5    26.5     0.0
DW(Max)     V       2.4     4.7     7.1     9.4    10.9    11.1    11.6
DL-Comp   : M     114.8   100.1    75.4    41.0    14.5    11.5     0.0
DW(Min)     V       1.0     2.0     3.1     4.1     4.7     4.8     5.0
LL + I    : M+   3559.4  3122.4  2386.8  1309.7   466.3   369.5     0.0
            V      83.7   121.2   148.5   175.8   193.5   195.4   202.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   102.2   125.7   150.2   175.8   193.5   195.4   202.3
            M    3127.6  2866.7  2256.8  1309.7   479.2   380.7    -0.0
Total     : M+   6606.4  5776.6  4387.2  2395.6   850.8   674.0     0.0
            V     110.9   175.5   229.9   284.3   318.9   322.5   336.0
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   129.5   180.0   231.6   284.3   318.9   322.5   336.0
            M    6174.5  5520.9  4257.2  2395.6   863.7   685.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               49.9             49.9
Deck+Haunch            47.8             47.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            6.6              6.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           58.2             58.2
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
Self wt.  : M       0.0    91.0   114.9   324.4   597.6   792.7   909.8   948.8
(Max)       V      39.9    38.0    37.5    32.4    24.3    16.2     8.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    12.0    15.2    42.9    79.0   104.8   120.3   125.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    87.1   109.9   310.5   571.9   758.6   870.6   907.9
Haunch (Max)V      38.2    36.3    35.8    31.0    23.3    15.5     7.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.1     2.3     3.5     4.7     5.9
(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    32.0    40.4   114.2   210.3   279.0   320.2   333.9
DC(Max)     V      14.1    13.4    13.2    11.4     8.6     5.7     2.9     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    17.7    22.3    63.0   116.1   153.9   176.7   184.3
DW(Max)     V       7.8     7.4     7.3     6.3     4.7     3.1     1.6     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   210.3   265.2   736.3  1311.5  1708.5  1911.0  1890.2
            V     116.0   112.2   111.2   101.6    87.3    66.7    52.4    38.0
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   116.0   112.2   111.2   101.6    87.3    72.9    58.6    44.2
            M       0.0   210.3   265.2   736.3  1311.5  1663.3  1791.9  1697.0
Total     : M+      0.0   450.4   568.3  1592.4  2888.6  3801.0  4313.3  4396.5
            V     221.4   212.5   210.0   187.1   151.4   109.5    73.8    38.1
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   221.4   212.5   210.0   187.1   151.4   115.7    80.0    44.3
            M       0.0   450.4   568.3  1592.4  2888.6  3755.9  4194.1  4203.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.13   66.77   76.40   86.03   92.03   92.67   95.00
Self wt.  : M     909.8   792.7   597.6   324.4   114.9    91.0     0.0
(Max)       V       8.1    16.2    24.3    32.4    37.5    38.0    39.9
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     120.3   104.8    79.0    42.9    15.2    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     870.6   758.6   571.9   310.5   109.9    87.1     0.0
Haunch (Max)V       7.8    15.5    23.3    31.0    35.8    36.3    38.2
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.7     3.5     2.3     1.1     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.2   279.0   210.3   114.2    40.4    32.0     0.0
DC(Max)     V       2.9     5.7     8.6    11.4    13.2    13.4    14.1
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     176.7   153.9   116.1    63.0    22.3    17.7     0.0
DW(Max)     V       1.6     3.1     4.7     6.3     7.3     7.4     7.8
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+   1911.0  1708.5  1311.5   736.3   265.2   210.3     0.0
            V      52.4    66.7    87.3   101.6   111.2   112.2   116.0
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    58.6    72.9    87.3   101.6   111.2   112.2   116.0
            M    1791.9  1663.3  1311.5   736.3   265.2   210.3     0.0
Total     : M+   4313.3  3801.0  2888.6  1592.4   568.3   450.4     0.0
            V      73.8   109.5   151.4   187.1   210.0   212.5   221.4
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    80.0   115.7   151.4   187.1   210.0   212.5   221.4
            M    4194.1  3755.9  2888.6  1592.4   568.3   450.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.015   0.042   0.076   0.101   0.115   0.120
Bottom        -0.000  -0.009  -0.012  -0.034  -0.061  -0.081  -0.092  -0.096
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.005   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   0.085   0.107   0.301   0.552   0.730   0.834   0.869
Bottom        -0.000  -0.069  -0.086  -0.243  -0.444  -0.584  -0.664  -0.692
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.030   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.007   0.008   0.024   0.043   0.057   0.066   0.069
Bottom        -0.000  -0.018  -0.022  -0.062  -0.114  -0.151  -0.172  -0.179
 
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   0.004   0.005   0.013   0.024   0.032   0.036   0.038
Bottom        -0.000  -0.010  -0.012  -0.034  -0.063  -0.083  -0.095  -0.099
 
LL+I(+)
Topping-top   -0.000   0.056   0.071   0.200   0.363   0.474   0.538   0.555
Precast-top   -0.000   0.044   0.055   0.155   0.281   0.367   0.417   0.431
Bottom        -0.000  -0.116  -0.146  -0.409  -0.741  -0.964  -1.093  -1.128
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.088   0.247   0.450   0.588   0.670   0.692 
Precast-top   -0.013   0.145   0.197   0.644   1.192   1.531   1.667   1.764 
Bottom         0.461   1.740   1.671   1.082   0.352  -0.113  -0.333  -0.443 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.017   0.047   0.087   0.115   0.131   0.137 
Precast-top   -0.013   0.101   0.142   0.489   0.911   1.164   1.249   1.333 
Bottom         0.461   1.855   1.817   1.490   1.093   0.851   0.760   0.685 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.63   19.27   28.90   38.53   48.17
 
Beam-Self
Precast-top    0.114   0.340   0.603   0.788   0.897   0.934 
Bottom        -0.093  -0.275  -0.485  -0.631  -0.714  -0.744 
 
Prestress
Precast-top   -0.107  -0.232  -0.413  -0.591  -0.767  -0.767 
Bottom         2.302   2.399   2.539   2.675   2.808   2.808 
 
Total
Precast-top    0.008   0.108   0.190   0.197   0.130   0.167 
Bottom         2.209   2.124   2.054   2.045   2.094   2.064 
 
As_top  , in2  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 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.70 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
 
Prestress
Precast-top   -0.013  -0.094  -0.105  -0.205  -0.364  -0.522  -0.677  -0.677
Bottom         0.461   2.032   2.041   2.119   2.242   2.362   2.480   2.480
 
Self wt.
Precast-top   -0.000   0.088   0.112   0.314   0.577   0.763   0.871   0.908
Bottom        -0.000  -0.072  -0.090  -0.254  -0.464  -0.610  -0.694  -0.724
 
DL-Prec (DC)
Precast-top   -0.000   0.012   0.015   0.042   0.076   0.101   0.115   0.120
Bottom        -0.000  -0.009  -0.012  -0.034  -0.061  -0.081  -0.092  -0.096
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.005   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   0.085   0.107   0.301   0.552   0.730   0.834   0.869
Bottom        -0.000  -0.069  -0.086  -0.243  -0.444  -0.584  -0.664  -0.692
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.030   0.056   0.074   0.085   0.088
Precast-top   -0.000   0.007   0.008   0.024   0.043   0.057   0.066   0.069
Bottom        -0.000  -0.018  -0.022  -0.062  -0.114  -0.151  -0.172  -0.179
 
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   0.004   0.005   0.013   0.024   0.032   0.036   0.038
Bottom        -0.000  -0.010  -0.012  -0.034  -0.063  -0.083  -0.095  -0.099
 
LL+I(+)
Topping-top   -0.000   0.045   0.057   0.160   0.290   0.379   0.430   0.444
Precast-top   -0.000   0.035   0.044   0.124   0.225   0.294   0.334   0.345
Bottom        -0.000  -0.093  -0.117  -0.327  -0.593  -0.771  -0.874  -0.902
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.074   0.207   0.377   0.494   0.562   0.581 
Precast-top   -0.013   0.136   0.186   0.613   1.136   1.457   1.583   1.678 
Bottom         0.461   1.763   1.700   1.163   0.500   0.079  -0.115  -0.217 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.33    2.97    8.97   18.60   28.23   37.87   47.50
F_LL+I(+)
Topping-top   -0.000   0.056   0.071   0.197   0.349   0.453   0.506   0.500
Precast-top   -0.000   0.044   0.055   0.152   0.270   0.351   0.392   0.388
Bottom        -0.000  -0.115  -0.145  -0.402  -0.713  -0.923  -1.027  -1.016
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.063   0.079   0.220   0.393   0.511   0.571   0.569 
Precast-top   -0.006   0.094   0.126   0.397   0.726   0.933   1.017   1.054 
Bottom         0.230   0.812   0.763   0.343  -0.166  -0.498  -0.647  -0.673 
 

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
    336.0    6.5   67.6    0.629   4.0   6.00e-3 50.0    339.8     1.203    1.760      0.00
      0.0    0.6   67.3     41.9 0.141      29.6 0.87    12.00     0.101    1.422 
Transfer:   3.00
    322.5    6.5   67.6    2.840  18.1   0.89e-3 32.1    244.4     0.463    1.760      0.00
    685.2    2.7   66.3    189.0 0.132      95.9 2.87    12.00     0.101    1.854 
Critical:   6.17
    304.2    6.5   67.6    3.374  18.1  -0.02e-3 28.9    158.2     0.265    1.760      0.00
   1515.0    3.2   66.0    189.0 0.124     161.7 4.86    24.00     0.101    1.958 
0.1L    :   9.63
    284.3    6.5   67.6    3.953  18.1  -0.01e-3 29.0    137.5     0.231    0.827      0.00
   2395.6    3.8   65.8    189.0 0.116     160.3 4.84    24.00     0.101    2.087 
0.2L    :  19.27
    231.6    6.5   63.1    5.208  18.1   0.45e-3 30.6    129.0     0.250    0.496      0.00
   4257.2    4.1   61.0    189.0 0.101     110.3 3.59    24.00     0.101    1.494 
0.3L    :  28.90
    180.0    6.5   65.4    5.208  18.1   1.51e-3 34.3    110.1     0.237    0.413      0.00
   5520.9    4.2   63.3    189.0 0.074      71.8 2.25    24.00     0.101    1.410 
0.4L    :  38.53
    129.5    6.5   67.7    5.208   0.0   1.84e-3 35.4     77.2     0.167    0.413      0.00
   6174.5    4.2   65.7    189.0 0.056      66.6 2.02    24.00     0.101    1.788 
0.5L    :  48.17
     80.0    6.5   67.7    5.208   0.0   1.59e-3 34.6     16.6     0.101    0.413      0.00
   6242.9    4.2   65.7    189.0 0.035      72.3 2.19    24.00     0.101    3.029 
0.6L    :  57.80
    129.5    6.5   67.7    5.208   0.0   1.84e-3 35.4     77.2     0.167    0.413      0.00
   6174.5    4.2   65.7    189.0 0.056      66.6 2.02    24.00     0.101    1.788 
0.7L    :  67.43
    180.0    6.5   65.4    5.208  18.1   1.51e-3 34.3    110.1     0.237    0.413      0.00
   5520.9    4.2   63.3    189.0 0.074      71.8 2.25    24.00     0.101    1.410 
0.8L    :  77.06
    231.6    6.5   63.1    5.208  18.1   0.45e-3 30.6    129.0     0.250    0.496      0.00
   4257.2    4.1   61.0    189.0 0.101     110.3 3.59    24.00     0.101    1.494 
0.9L    :  86.70
    284.3    6.5   67.6    3.953  18.1  -0.01e-3 29.0    137.5     0.231    0.827      0.00
   2395.6    3.8   65.8    189.0 0.116     160.3 4.84    24.00     0.101    2.087 
Critical:  90.16
    304.2    6.5   67.6    3.374  18.1  -0.02e-3 28.9    158.2     0.265    1.760      0.00
   1515.0    3.2   66.0    189.0 0.124     161.7 4.86    24.00     0.101    1.958 
Transfer:  93.33
    322.5    6.5   67.6    2.840  18.1   0.89e-3 32.1    244.4     0.463    1.760      0.00
    685.2    2.7   66.3    189.0 0.132      95.9 2.87    12.00     0.101    1.854 
Bearing :  95.67
    336.0    6.5   67.6    0.629   4.0   6.00e-3 50.0    339.8     1.203    1.760      0.00
      0.0    0.6   67.3     41.9 0.141      29.6 0.87    12.00     0.101    1.422 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.04
 
 
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
    336.0      5.54     67.65    0.61       67.34    24.00      0.300      1.098      0.000      0.000*
Transfer:      2.33
    322.5      5.41     67.65    2.73       66.28    24.00      0.300      1.052      0.000      1.760 
Critical:      5.50
    304.3      5.12     67.65    3.24       66.03    24.00      0.300      0.957      0.000      1.760 
0.1L    :      8.97
    284.3      4.80     67.65    3.78       65.76    24.00      0.300      0.851      0.000      0.827 
0.2L    :     18.60
    231.6      4.22     63.08    4.15       61.01    24.00      0.300      0.656      0.000      0.496 
0.3L    :     28.23
    180.0      3.16     65.42    4.15       63.34    24.00      0.300      0.303      0.000      0.413 
0.4L    :     37.87
    129.5      2.19     67.75    4.16       65.67    24.00      0.300      0.000      0.000      0.413 
0.5L    :     47.50
     80.0      1.35     67.75    4.16       65.67    24.00      0.300      0.000      0.000      0.413 
0.6L    :     57.13
    129.5      2.19     67.75    4.16       65.67    24.00      0.300      0.000      0.000      0.413 
0.7L    :     66.77
    180.0      3.16     65.42    4.15       63.34    24.00      0.300      0.303      0.000      0.413 
0.8L    :     76.40
    231.6      4.22     63.08    4.15       61.01    24.00      0.300      0.656      0.000      0.496 
0.9L    :     86.03
    284.3      4.80     67.65    3.78       65.76    24.00      0.300      0.851      0.000      0.827 
Critical:     89.50
    304.3      5.12     67.65    3.24       66.03    24.00      0.300      0.957      0.000      1.760 
Transfer:     92.67
    322.5      5.41     67.65    2.73       66.28    24.00      0.300      1.052      0.000      1.760 
Bearing :     95.00
    336.0      5.54     67.65    0.61       67.34    24.00      0.300      1.098      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 8.97 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
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          :       0.403            0.713            0.836
 
At 0.2 x L = 18.60 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
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          :       0.707            1.249            1.459
 
At 0.3 x L = 28.23 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
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          :       0.919            1.621            1.889
 
At 0.4 x L = 37.87 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
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          :       1.040            1.833            2.134
 
At 0.5 x L = 47.50 ft
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
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          :       1.084            1.911            2.223
 
At 0.6 x L = 57.13 ft
Prestress      :       1.809  1.80      3.256  2.20      3.979
Self Wt.       :      -0.769  1.85     -1.422  2.40     -1.845
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          :       1.040            1.833            2.134
 
At 0.7 x L = 66.77 ft
Prestress      :       1.580  1.80      2.843  2.20      3.475
Self Wt.       :      -0.661  1.85     -1.223  2.40     -1.586
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          :       0.919            1.621            1.889
 
At 0.8 x L = 76.40 ft
Prestress      :       1.193  1.80      2.147  2.20      2.625
Self Wt.       :      -0.486  1.85     -0.899  2.40     -1.166
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          :       0.707            1.249            1.459
 
At 0.9 x L = 86.03 ft
Prestress      :       0.661  1.80      1.191  2.20      1.455
Self Wt.       :      -0.258  1.85     -0.478  2.40     -0.620
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          :       0.403            0.713            0.836
 

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
   674.0    59.1  3.407  265.9    3.2   2.73   4362.2  0.062T 1.00       -       -     -     -  
H/2     :   2.97
   850.8    59.3  3.535  265.7    3.3   2.83   4531.3  0.059T 1.00       -       -     -     -  
0.1L    :   8.97
  2395.6    60.7  4.744  264.5    4.5   3.78   6153.7  0.044T 1.00       -       -     -     -  
0.2L    :  18.60
  4387.2    63.1  5.208  264.1    4.9   4.15   6994.0  0.040T 1.00   5733.3  5733.3    1.22    -  
0.3L    :  28.23
  5776.6    65.4  5.208  264.4    4.9   4.15   7267.0  0.040T 1.00   5844.5  5844.5    1.24    -  
0.4L    :  37.87
  6606.4    67.7  5.208  264.5    4.9   4.16   7539.9  0.039T 1.00   6027.5  6027.5    1.25    -  
0.5L    :  47.50
  6852.6    67.7  5.208  264.5    4.9   4.16   7539.9  0.039T 1.00   5992.8  5992.8    1.26    -  
0.6L    :  57.13
  6606.4    67.7  5.208  264.5    4.9   4.16   7539.9  0.039T 1.00   6027.5  6027.5    1.25    -  
0.7L    :  66.77
  5776.6    65.4  5.208  264.4    4.9   4.15   7267.0  0.040T 1.00   5844.5  5844.5    1.24    -  
0.8L    :  76.40
  4387.2    63.1  5.208  264.1    4.9   4.15   6994.0  0.040T 1.00   5733.3  5733.3    1.22    -  
0.9L    :  86.03
  2395.6    60.7  4.744  264.5    4.5   3.78   6153.7  0.044T 1.00       -       -     -     -  
H/2     :  92.03
   850.8    59.3  3.535  265.7    3.3   2.83   4531.3  0.059T 1.00       -       -     -     -  
Transfer:  92.67
   674.0    59.1  3.407  265.9    3.2   2.73   4362.2  0.062T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.036
        M   2.00 Fb     0.155
 
  2   2 E  60.00 Ft     0.327
        M   4.00 Fb     0.104
 
  3   2 E  58.00 Ft     0.604
        M   2.00 Fb     0.064
 
  4   2 E   6.00 Ft     0.553
        M   6.00 Fb     0.290
 
  5   2 E   6.00 Ft     0.502
        M   6.00 Fb     0.516
 
  6   2 E   6.00 Ft     0.451
        M   6.00 Fb     0.742
 
  7   2 E   6.00 Ft     0.400
        M   6.00 Fb     0.968
 
  8   2 E   2.00 Ft     0.322
        M   2.00 Fb     1.216
 
  9   2 E   2.00 Ft     0.243
        M   2.00 Fb     1.464
 
 10   2 E   2.00 Ft     0.165
        M   2.00 Fb     1.712
 
 11   2 E   2.00 Ft     0.086
        M   2.00 Fb     1.961
 
 12   2 E   2.00 Ft     0.008
        M   2.00 Fb     2.209
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 96.33            Release Length, ft: 96.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   4           No. of strands, Straight:  20
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  5.78 %               Final losses: 12.16 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.209     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.008       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)                  7539.94     6852.57     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   0.692     Midspan    1.800   0.137     Midspan
    Pre.Top:   3.600   1.764     Midspan    2.700   1.333     Midspan
    Pre.Bot:   3.600   1.740    Transfer    2.700   1.855    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465  -0.013     Bearing
    Pre.Bot:  -0.465  -0.217     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.054     Midspan
    Pre.Bot:                                                             2.400   0.812    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.891  1.80      3.404  2.20      4.161
Self Wt.       :      -0.807  1.85     -1.494  2.40     -1.938
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          :       1.084            1.911            2.223
 
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

