 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE125 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 125 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 10 feet and 12 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 6.5 ksi and 7.5 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_1e0d.tmp\BTE125-0_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 =   4870825.50
 
SPAN DATA
---------
Precast length    , ft =    126.330
Bearing-to-bearing, ft =    125.000
Release span      , ft =    126.330
 
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      =      7.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5249.690        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      6.500 
Eci ,ksi      =   5007.550
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  125.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  125.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  125.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  125.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  125.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  125.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  125.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  125.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  125.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  125.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  125.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   42.500
   1    1        0.250   82.500
   1    2        0.500   42.500
   1    2        0.500   82.500
   1    3        0.500   42.500
   1    3        0.500   82.500
   1    4        0.500   42.500
   1    4        0.500   82.500
   1    5        0.250   42.500
   1    5        0.250   82.500
 
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  125.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  125.00   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    0.047     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              6.50 ksi 
  Elasticity          5007.5 ksi 
  Max comp              4.23 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.61 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.50 ksi    4.00 ksi 
  Elasticity 5249.69 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.38 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    3.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.52 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    6.50        7.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.50        7.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.50        7.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 50.53 ft from member end )
 
END PATTERN (Ycg = 14.40 in):
 
  12 @  2.000 in 12 @  4.000 in 8 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in               
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 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    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  21.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.4167  37.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  37.6670  88.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  88.6631 104.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.9134 114.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 114.9134 119.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 119.4134 119.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 119.9550 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 124.9550 125.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.2050 125.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.4550 125.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.7050 125.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.9550 126.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 126.2050 126.3300 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 126.3300       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:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 50.53 ft from member end )
 
END PATTERN (Ycg = 14.40 in):
 
  12 @  2.000 in 12 @  4.000 in 8 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in               
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 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    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  21.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.4167  37.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  37.6670  88.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  88.6631 104.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.9134 114.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 114.9134 119.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 119.4134 119.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 119.9550 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 124.9550 125.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.2050 125.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.4550 125.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.7050 125.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.9550 126.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 126.2050 126.3300 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 126.3300       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:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 50.53 ft from member end )
 
END PATTERN (Ycg = 14.40 in):
 
  12 @  2.000 in 12 @  4.000 in 8 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in               
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 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    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  21.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.4167  37.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  37.6670  88.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  88.6631 104.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.9134 114.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 114.9134 119.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 119.4134 119.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 119.9550 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 124.9550 125.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.2050 125.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.4550 125.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.7050 125.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.9550 126.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 126.2050 126.3300 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 126.3300       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:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 50.53 ft from member end )
 
END PATTERN (Ycg = 14.40 in):
 
  12 @  2.000 in 12 @  4.000 in 8 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in               
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 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    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  21.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.4167  37.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  37.6670  88.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  88.6631 104.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.9134 114.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 114.9134 119.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 119.4134 119.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 119.9550 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 124.9550 125.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.2050 125.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.4550 125.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.7050 125.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.9550 126.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 126.2050 126.3300 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 126.3300       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:
 40 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 50.53 ft from member end )
 
END PATTERN (Ycg = 14.40 in):
 
  12 @  2.000 in 12 @  4.000 in 8 @  6.000 in 2 @ 54.000 in 
  2 @ 56.000 in  2 @ 58.000 in  2 @ 60.000 in               
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @  8.000 in 
 
(B) Straight:
 
  12 @  2.000 in 12 @  4.000 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    3.00   0.1250   0.3750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.3750   0.6250 No        
       2 US#6[M19]  60.0  0.88    3.00   0.6250   0.8750 Yes       
       2 US#6[M19]  60.0  0.88    3.00   0.8750   1.1250 No        
       2 US#6[M19]  60.0  0.88    3.00   1.1250   1.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.3750   6.3750 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.3750   6.9167 Yes       
       2 US#5[M16]  60.0  0.62    9.00   6.9167  11.4167 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.4167  21.4167 Yes       
       2 US#5[M16]  60.0  0.62   15.00  21.4167  37.6670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  37.6670  88.6631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  88.6631 104.9134 Yes       
       2 US#5[M16]  60.0  0.62   12.00 104.9134 114.9134 Yes       
       2 US#5[M16]  60.0  0.62    9.00 114.9134 119.4134 Yes       
       2 US#6[M19]  60.0  0.88    6.50 119.4134 119.9550 Yes       
       2 US#6[M19]  60.0  0.88    6.00 119.9550 124.9550 Yes       
       2 US#6[M19]  60.0  0.88    3.00 124.9550 125.2050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.2050 125.4550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.4550 125.7050 Yes       
       2 US#6[M19]  60.0  0.88    3.00 125.7050 125.9550 No        
       2 US#6[M19]  60.0  0.88    3.00 125.9550 126.2050 Yes       
       2 US#6[M19]  60.0  0.88    1.50 126.2050 126.3300 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 126.3300       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  125.00
     DC  Line       0.052      0.00       0.052  125.00
     DC  Line       0.076      0.00       0.076  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
      0.25    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.330 ft
Release length = 126.330 ft
Design  length = 125.000 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)  : 0.709   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.910   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.002   (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           1435.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           950567 in4#
Ht. of c.g.           =        28.75 in             45.61 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 = 0.8127

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    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    816.4    848.1    848.1    848.1    848.1    848.1    848.1    848.1
  Yb      ,  in    28.59    28.03    28.03    27.94    27.81    27.69    27.56    27.56
  MI(Ixx) , in4   424663   431475   431627   433928   437607   441810   446537   446537
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1443.8   1473.7   1473.7   1473.7   1473.7   1473.7   1473.7   1473.7
  Yb      ,  in    45.42    44.78    44.77    44.73    44.66    44.59    44.52    44.52
  MI(Ixx) , in4   958890   988487   988798   993358  1000193  1007534  1015382  1015382

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 50.53 ft from member end )
END PATTERN (Ycg = 14.40 in):
    12 @  2.000 in    12 @  4.000 in     8 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 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     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.732 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.665 ft
Holddown Force        =  29.075 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
---------------------------------------------------------------------------------------
      5056.167         740 3741.564     26.234 106249.023  1657.558     799.661        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     21.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.4167     37.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      37.6670     88.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      88.6631    104.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.9134    114.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     114.9134    119.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     119.4134    119.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     119.9550    124.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     124.9550    125.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.2050    125.4550     No
      2      US#6[M19]       60.00        0.88       3.00     125.4550    125.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.7050    125.9550     No
      2      US#6[M19]       60.00        0.88       3.00     125.9550    126.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     126.2050    126.3300     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 126.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  4.00 in
         P_init    =     1701.5 kips  Ecc = 24.75 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.751 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.54 ksi    0.00 ksi
    due to Composite Loads                                 -2.33 ksi    0.00 ksi
    due to Live Loads                                      -6.44 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.66 ksi  ( 7.99 %)             9.14 ksi ( 4.66 %)
Total Prestress Losses                                    24.80 ksi (12.65 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    23.4    29.6   110.4   201.5   266.6   305.7   318.7
DC(Max)     V      10.2     9.8     9.7     8.2     6.2     4.1     2.1     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   115.3   145.8   544.4   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   234.6   296.7  1103.1  1999.4  2620.4  2990.8  3096.2
            V     128.9   125.5   124.6   111.6    93.9    76.2    51.4    33.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   128.9   125.5   124.6   111.7    95.3    79.6    64.8    50.8
            M      -0.0   231.5   292.4  1067.0  1870.9  2367.7  2581.5  2536.6
Total     : M+      0.0   560.1   708.3  2640.3  4806.9  6336.1  7250.8  7537.3
            V     270.9   262.2   259.9   226.5   180.1   133.8    80.1    33.7
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   270.9   262.2   259.9   226.5   181.5   137.2    93.5    50.8
            M      -0.0   556.9   704.0  2604.2  4678.4  6083.4  6841.5  6977.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     305.7   266.6   201.5   110.4    29.6    23.4     0.0
DC(Max)     V       2.1     4.1     6.2     8.2     9.7     9.8    10.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1507.7  1315.0   993.9   544.4   145.8   115.3     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.4    50.3
Diaphragm : M      10.6     9.3     6.2     3.0     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2990.8  2620.4  1999.4  1103.1   296.7   234.6     0.0
            V      51.4    76.2    93.9   111.6   124.6   125.5   128.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.8    79.6    95.3   111.7   124.6   125.5   128.9
            M    2581.5  2367.7  1870.9  1067.0   292.4   231.5    -0.0
Total     : M+   7250.8  6336.1  4806.9  2640.3   708.3   560.1     0.0
            V      80.1   133.8   180.1   226.5   259.9   262.2   270.9
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    93.5   137.2   181.5   226.5   259.9   262.2   270.9
            M    6841.5  6083.4  4678.4  2604.2   704.0   556.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            50.3             50.3
Diaphragm               0.3              0.3
DL-Prec.(DC)           10.2             10.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    23.4    29.6   110.4   201.5   266.6   305.7   318.7
DC(Max)     V      10.2     9.8     9.7     8.2     6.2     4.1     2.1     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   115.3   145.8   544.4   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   187.7   237.3   882.5  1599.5  2096.3  2392.6  2477.0
            V     103.1   100.4    99.7    89.3    75.1    61.0    41.1    27.0
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   103.1   100.4    99.7    89.3    76.2    63.7    51.9    40.7
            M      -0.0   185.2   233.9   853.6  1496.7  1894.1  2065.2  2029.3
Total     : M+      0.0   513.1   649.0  2419.7  4407.0  5812.0  6652.6  6918.0
            V     245.1   237.1   235.0   204.2   161.3   118.5    69.8    27.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   245.1   237.1   235.0   204.2   162.4   121.3    80.5    40.7
            M      -0.0   510.6   645.5  2390.9  4304.2  5609.8  6325.2  6470.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     305.7   266.6   201.5   110.4    29.6    23.4     0.0
DC(Max)     V       2.1     4.1     6.2     8.2     9.7     9.8    10.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1507.7  1315.0   993.9   544.4   145.8   115.3     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.4    50.3
Diaphragm : M      10.6     9.3     6.2     3.0     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2392.6  2096.3  1599.5   882.5   237.3   187.7     0.0
            V      41.1    61.0    75.1    89.3    99.7   100.4   103.1
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    51.9    63.7    76.2    89.3    99.7   100.4   103.1
            M    2065.2  1894.1  1496.7   853.6   233.9   185.2    -0.0
Total     : M+   6652.6  5812.0  4407.0  2419.7   649.0   513.1     0.0
            V      69.8   118.5   161.3   204.2   235.0   237.1   245.1
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    80.5   121.3   162.4   204.2   235.0   237.1   245.1
            M    6325.2  5609.8  4304.2  2390.9   645.5   510.6    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   150.6   190.4   711.1  1298.3  1717.8  1969.4  2053.3
(Max)       V      65.7    63.3    62.6    53.1    39.8    26.6    13.3     0.0
Self wt.  : M       0.0   108.4   137.1   512.0   934.8  1236.8  1418.0  1478.4
(Min)       V      47.3    45.5    45.1    38.2    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    29.2    36.9   138.0   251.9   333.3   382.1   398.4
DC(Max)     V      12.7    12.3    12.1    10.3     7.7     5.2     2.6     0.0
DL-Prec.  : M       0.0    21.0    26.6    99.3   181.4   240.0   275.1   286.8
DC(Min)     V       9.2     8.8     8.7     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   144.1   182.2   680.5  1242.4  1643.8  1884.6  1964.9
Haunch (Max)V      62.9    60.5    59.9    50.8    38.1    25.4    12.7     0.0
Deck +    : M       0.0   103.7   131.2   489.9   894.5  1183.5  1356.9  1414.7
Haunch (Min)V      45.3    43.6    43.1    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.9     3.7     7.7    11.6    13.3    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.7     2.7     5.5     8.4     9.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    53.0    67.0   250.3   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.0    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.2    48.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    15.9    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    44.4   165.7   302.6   400.3   459.0   478.5
DW(Max)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    19.2    71.8   131.1   173.5   198.9   207.4
DW(Min)     V       6.6     6.4     6.3     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   410.6   519.2  1930.4  3498.9  4585.8  5233.9  5418.4
            V     225.5   219.6   218.0   195.3   164.3   133.4    90.0    59.0
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   225.5   219.7   218.1   195.4   166.7   139.4   113.5    89.0
            M      -0.0   405.1   511.7  1867.2  3274.1  4143.4  4517.6  4439.1
Total     : M+      0.0   823.2  1041.1  3879.6  7058.7  9297.1 10635.4 11049.5
            V     405.6   393.0   389.6   341.0   273.7   206.4   126.3    59.0
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   405.6   393.0   389.6   341.1   276.0   212.4   149.8    89.0
            M      -0.0   817.8  1033.6  3816.4  6833.9  8854.8  9919.1 10070.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1969.4  1717.8  1298.3   711.1   190.4   150.6     0.0
(Max)       V      13.3    26.6    39.8    53.1    62.6    63.3    65.7
Self wt.  : M    1418.0  1236.8   934.8   512.0   137.1   108.4     0.0
(Min)       V       9.6    19.1    28.7    38.2    45.1    45.5    47.3
DL-Prec.  : M     382.1   333.3   251.9   138.0    36.9    29.2     0.0
DC(Max)     V       2.6     5.2     7.7    10.3    12.1    12.3    12.7
DL-Prec.  : M     275.1   240.0   181.4    99.3    26.6    21.0     0.0
DC(Min)     V       1.9     3.7     5.6     7.4     8.7     8.8     9.2
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    1884.6  1643.8  1242.4   680.5   182.2   144.1     0.0
Haunch (Max)V      12.7    25.4    38.1    50.8    59.9    60.5    62.9
Deck +    : M    1356.9  1183.5   894.5   489.9   131.2   103.7     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.1    43.6    45.3
Diaphragm : M      13.3    11.6     7.7     3.7     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.6     8.4     5.5     2.7     0.7     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     693.1   604.6   456.9   250.3    67.0    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.0    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    48.3    38.2     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    15.9    16.0    16.7
DL-Comp   : M     459.0   400.3   302.6   165.7    44.4    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    19.2    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.3     6.4     6.6
LL + I    : M+   5233.9  4585.8  3498.9  1930.4   519.2   410.6     0.0
            V      90.0   133.4   164.3   195.3   218.0   219.6   225.5
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   113.5   139.4   166.7   195.4   218.1   219.7   225.5
            M    4517.6  4143.4  3274.1  1867.2   511.7   405.1    -0.0
Total     : M+  10635.4  9297.1  7058.7  3879.6  1041.1   823.2     0.0
            V     126.3   206.4   273.7   341.0   389.6   393.0   405.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   149.8   212.4   276.0   341.1   389.6   393.0   405.6
            M    9919.1  8854.7  6833.9  3816.4  1033.6   817.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.7             65.7
Deck+Haunch            62.9             62.9
Diaphragm               0.3              0.3
DL-Prec.(DC)           12.7             12.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     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    23.4    29.6   110.4   201.5   266.6   305.7   318.7
DC(Max)     V      10.2     9.8     9.7     8.2     6.2     4.1     2.1     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   115.3   145.8   544.4   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    47.9    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
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    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     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   224.8   284.1  1046.4  1865.8  2437.9  2745.2  2759.7
            V     124.0   121.2   120.4   109.5    95.0    71.8    57.3    42.8
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   124.0   121.2   120.4   109.5    95.0    80.5    66.0    51.4
            M       0.0   224.8   284.1  1046.4  1865.8  2392.2  2625.8  2566.5
Total     : M+      0.0   550.2   695.7  2583.7  4673.3  6153.6  7005.3  7200.7
            V     266.1   257.9   255.7   224.4   181.2   129.4    86.0    42.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   266.1   257.9   255.7   224.4   181.2   138.0    94.6    51.4
            M       0.0   550.2   695.7  2583.7  4673.3  6107.9  6885.8  7007.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     305.7   266.6   201.5   110.4    29.6    23.4     0.0
DC(Max)     V       2.1     4.1     6.2     8.2     9.7     9.8    10.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1507.7  1315.0   993.9   544.4   145.8   115.3     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.4    50.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.6     9.3     6.2     3.0     0.7     0.6     0.0
(Max)       V       0.0     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     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
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     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   2745.2  2437.9  1865.8  1046.4   284.1   224.8     0.0
            V      57.3    71.8    95.0   109.5   120.4   121.2   124.0
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    66.0    80.5    95.0   109.5   120.4   121.2   124.0
            M    2625.8  2392.2  1865.8  1046.4   284.1   224.8     0.0
Total     : M+   7005.3  6153.6  4673.3  2583.7   695.7   550.2     0.0
            V      86.0   129.4   181.2   224.4   255.7   257.9   266.1
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    94.6   138.0   181.2   224.4   255.7   257.9   266.1
            M    6885.8  6107.9  4673.3  2583.7   695.7   550.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.029   0.107   0.194   0.256   0.291   0.304
Bottom        -0.000  -0.018  -0.023  -0.085  -0.154  -0.200  -0.226  -0.236
 
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   0.003   0.006   0.009   0.010   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.008  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.112   0.142   0.528   0.959   1.261   1.436   1.497
Bottom        -0.000  -0.090  -0.114  -0.421  -0.758  -0.989  -1.117  -1.164
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.052   0.095   0.125   0.142   0.148
Precast-top   -0.000   0.009   0.012   0.044   0.080   0.106   0.121   0.126
Bottom        -0.000  -0.023  -0.029  -0.108  -0.196  -0.257  -0.292  -0.304
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.029   0.052   0.069   0.079   0.082
Precast-top   -0.000   0.005   0.007   0.024   0.044   0.059   0.067   0.070
Bottom        -0.000  -0.013  -0.016  -0.060  -0.108  -0.142  -0.161  -0.168
 
LL+I(+)
Topping-top   -0.000   0.061   0.077   0.287   0.518   0.676   0.768   0.795
Precast-top   -0.000   0.052   0.066   0.244   0.440   0.575   0.653   0.676
Bottom        -0.000  -0.128  -0.161  -0.596  -1.071  -1.392  -1.574  -1.629
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.078   0.099   0.368   0.665   0.870   0.989   1.025 
Precast-top    0.021   0.355   0.425   1.316   2.254   2.829   3.050   3.218 
Bottom         0.723   2.769   2.683   1.592   0.434  -0.296  -0.623  -0.804 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.022   0.081   0.147   0.194   0.221   0.230 
Precast-top    0.021   0.303   0.359   1.072   1.814   2.255   2.397   2.542 
Bottom         0.723   2.896   2.845   2.188   1.505   1.095   0.951   0.825 
 

 
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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 
 
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 = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.023   0.029   0.107   0.194   0.256   0.291   0.304
Bottom        -0.000  -0.018  -0.023  -0.085  -0.154  -0.200  -0.226  -0.236
 
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   0.003   0.006   0.009   0.010   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.008  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.112   0.142   0.528   0.959   1.261   1.436   1.497
Bottom        -0.000  -0.090  -0.114  -0.421  -0.758  -0.989  -1.117  -1.164
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.052   0.095   0.125   0.142   0.148
Precast-top   -0.000   0.009   0.012   0.044   0.080   0.106   0.121   0.126
Bottom        -0.000  -0.023  -0.029  -0.108  -0.196  -0.257  -0.292  -0.304
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.029   0.052   0.069   0.079   0.082
Precast-top   -0.000   0.005   0.007   0.024   0.044   0.059   0.067   0.070
Bottom        -0.000  -0.013  -0.016  -0.060  -0.108  -0.142  -0.161  -0.168
 
LL+I(+)
Topping-top   -0.000   0.049   0.062   0.230   0.415   0.541   0.614   0.636
Precast-top   -0.000   0.042   0.052   0.195   0.352   0.460   0.522   0.541
Bottom        -0.000  -0.102  -0.129  -0.477  -0.857  -1.113  -1.259  -1.303
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.084   0.311   0.562   0.735   0.835   0.866 
Precast-top    0.021   0.345   0.412   1.267   2.166   2.714   2.919   3.083 
Bottom         0.723   2.794   2.716   1.711   0.648  -0.018  -0.308  -0.479 
 

 
 
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   11.97   24.60   37.23   49.87   62.50
F_LL+I(+)
Topping-top   -0.000   0.059   0.074   0.272   0.484   0.629   0.705   0.708
Precast-top   -0.000   0.050   0.063   0.231   0.411   0.535   0.599   0.603
Bottom        -0.000  -0.122  -0.154  -0.565  -1.000  -1.295  -1.444  -1.452
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.067   0.085   0.313   0.557   0.726   0.815   0.824 
Precast-top    0.011   0.201   0.242   0.767   1.317   1.662   1.798   1.874 
Bottom         0.361   1.326   1.268   0.528  -0.247  -0.747  -0.969  -1.040 
 

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
    405.6    6.5   67.5    1.012   5.6   6.00e-3 50.0    412.1     1.466    3.520      0.00
      0.0    1.0   67.0     41.9 0.136      32.9 0.87    12.00     0.113    1.824 
Transfer:   3.00
    393.0    6.5   67.5    4.565  25.4  -0.03e-3 28.9    230.6     0.390    1.760      0.00
    817.8    4.5   65.2    189.0 0.129     180.6 4.92    12.00     0.113    1.879 
Critical:   6.07
    376.3    6.5   67.5    5.408  25.4  -0.08e-3 28.7    206.1     0.348    1.760      0.00
   1794.5    5.3   64.9    189.0 0.124     186.6 5.11    24.00     0.113    1.951 
0.1L    :  12.63
    341.1    6.5   67.5    6.944  25.4  -0.07e-3 28.8    170.6     0.292    0.620      0.00
   3816.4    6.8   64.1    189.0 0.113     182.9 5.07    24.00     0.113    1.505 
0.2L    :  25.27
    276.0    6.5   62.0    8.680  25.4   0.03e-3 29.1    126.8     0.241    0.496      0.00
   6833.9    6.8   58.6    189.0 0.098     154.4 4.68    24.00     0.113    1.438 
0.3L    :  37.90
    212.4    6.5   64.6    8.680  25.4   1.14e-3 33.0    121.3     0.257    0.413      0.00
   8854.8    6.8   61.2    189.0 0.071      89.2 2.59    24.00     0.113    1.312 
0.4L    :  50.53
    149.8    6.5   67.2    8.680   0.0   1.51e-3 34.3     85.7     0.183    0.413      0.00
   9919.1    6.8   63.8    189.0 0.053      80.8 2.25    24.00     0.113    1.648 
0.5L    :  63.17
     89.0    6.5   67.2    8.680   0.0   1.38e-3 33.8     14.1     0.113    0.413      0.00
  10070.1    6.8   63.8    189.0 0.032      84.7 2.36    24.00     0.113    2.848 
0.6L    :  75.80
    149.8    6.5   67.2    8.680   0.0   1.51e-3 34.3     85.7     0.183    0.413      0.00
   9919.1    6.8   63.8    189.0 0.053      80.8 2.25    24.00     0.113    1.648 
0.7L    :  88.43
    212.4    6.5   64.6    8.680  25.4   1.14e-3 33.0    121.3     0.257    0.413      0.00
   8854.7    6.8   61.2    189.0 0.071      89.2 2.59    24.00     0.113    1.312 
0.8L    : 101.06
    276.0    6.5   62.0    8.680  25.4   0.03e-3 29.1    126.8     0.241    0.496      0.00
   6833.9    6.8   58.6    189.0 0.098     154.4 4.68    24.00     0.113    1.438 
0.9L    : 113.70
    341.1    6.5   67.5    6.944  25.4  -0.07e-3 28.8    170.6     0.292    0.620      0.00
   3816.4    6.8   64.1    189.0 0.113     182.9 5.07    24.00     0.113    1.505 
Critical: 120.26
    376.3    6.5   67.5    5.408  25.4  -0.08e-3 28.7    206.1     0.348    1.760      0.00
   1794.5    5.3   64.9    189.0 0.124     186.6 5.11    24.00     0.113    1.951 
Transfer: 123.33
    393.0    6.5   67.5    4.565  25.4  -0.03e-3 28.9    230.6     0.390    1.760      0.00
    817.8    4.5   65.2    189.0 0.129     180.6 4.92    12.00     0.113    1.879 
Bearing : 125.67
    405.6    6.5   67.5    1.012   5.6   6.00e-3 50.0    412.1     1.466    3.520      0.00
      0.0    1.0   67.0     41.9 0.136      32.9 0.87    12.00     0.113    1.824 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.40
 
 
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
    405.6      6.73     67.50    1.02       66.99    24.00      0.300      1.493      0.000      3.520 
Transfer:      2.33
    393.0      6.69     67.50    4.53       65.24    24.00      0.300      1.481      0.000      1.760 
Critical:      5.41
    376.5      6.45     67.50    5.27       64.86    24.00      0.300      1.400      0.000      1.760 
0.1L    :     11.97
    341.1      5.91     67.50    6.80       64.10    24.00      0.300      1.221      0.000      0.620 
0.2L    :     24.60
    276.0      5.23     62.05    6.81       58.64    24.00      0.300      0.993      0.000      0.496 
0.3L    :     37.23
    212.4      3.85     64.65    6.82       61.24    24.00      0.300      0.534      0.000      0.413 
0.4L    :     49.87
    149.8      2.61     67.25    6.83       63.83    24.00      0.300      0.119      0.000      0.413 
0.5L    :     62.50
     89.0      1.55     67.25    6.83       63.83    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    149.8      2.61     67.25    6.83       63.83    24.00      0.300      0.119      0.000      0.413 
0.7L    :     87.77
    212.4      3.85     64.65    6.82       61.24    24.00      0.300      0.534      0.000      0.413 
0.8L    :    100.40
    276.0      5.23     62.05    6.81       58.64    24.00      0.300      0.993      0.000      0.496 
0.9L    :    113.03
    341.1      5.91     67.50    6.80       64.10    24.00      0.300      1.221      0.000      0.620 
Critical:    119.59
    376.5      6.45     67.50    5.27       64.86    24.00      0.300      1.400      0.000      1.760 
Transfer:    122.67
    393.0      6.69     67.50    4.53       65.24    24.00      0.300      1.481      0.000      1.760 
Bearing :    125.00
    405.6      6.73     67.50    1.02       66.99    24.00      0.300      1.493      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.97 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
Deck + Haunch  :                       -0.584  2.30     -1.344
DL-Prec. (DC)  :                       -0.118  3.00     -0.355
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.094  3.00     -0.282
DL-Comp. (DW)  :                       -0.052  3.00     -0.155
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 24.60 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
Deck + Haunch  :                       -1.127  2.30     -2.593
DL-Prec. (DC)  :                       -0.229  3.00     -0.686
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.181  3.00     -0.544
DL-Comp. (DW)  :                       -0.100  3.00     -0.300
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 37.23 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
Deck + Haunch  :                       -1.543  2.30     -3.548
DL-Prec. (DC)  :                       -0.313  3.00     -0.938
Diaphragm      :                       -0.011  3.00     -0.032
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.249  3.00     -0.746
DL-Comp. (DW)  :                       -0.137  3.00     -0.412
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 49.87 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
Deck + Haunch  :                       -1.794  2.30     -4.126
DL-Prec. (DC)  :                       -0.364  3.00     -1.091
Diaphragm      :                       -0.012  3.00     -0.037
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.290  3.00     -0.871
DL-Comp. (DW)  :                       -0.160  3.00     -0.480
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 62.50 ft
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
Deck + Haunch  :                       -1.886  2.30     -4.338
DL-Prec. (DC)  :                       -0.382  3.00     -1.147
Diaphragm      :                       -0.013  3.00     -0.039
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.305  3.00     -0.915
DL-Comp. (DW)  :                       -0.168  3.00     -0.505
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 75.13 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
Deck + Haunch  :                       -1.794  2.30     -4.126
DL-Prec. (DC)  :                       -0.364  3.00     -1.091
Diaphragm      :                       -0.012  3.00     -0.037
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.290  3.00     -0.871
DL-Comp. (DW)  :                       -0.160  3.00     -0.480
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 87.77 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
Deck + Haunch  :                       -1.543  2.30     -3.548
DL-Prec. (DC)  :                       -0.313  3.00     -0.938
Diaphragm      :                       -0.011  3.00     -0.032
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.249  3.00     -0.746
DL-Comp. (DW)  :                       -0.137  3.00     -0.412
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 100.40 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
Deck + Haunch  :                       -1.127  2.30     -2.593
DL-Prec. (DC)  :                       -0.229  3.00     -0.686
Diaphragm      :                       -0.008  3.00     -0.023
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.181  3.00     -0.544
DL-Comp. (DW)  :                       -0.100  3.00     -0.300
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 113.03 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
Deck + Haunch  :                       -0.584  2.30     -1.344
DL-Prec. (DC)  :                       -0.118  3.00     -0.355
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.094  3.00     -0.282
DL-Comp. (DW)  :                       -0.052  3.00     -0.155
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
   823.2    57.5  5.707  263.0    5.3   4.53   6904.3  0.036T 1.00       -       -     -     -  
H/2     :   2.97
  1041.1    57.6  5.923  262.8    5.5   4.69   7164.8  0.035T 1.00       -       -     -     -  
0.1L    :  11.97
  3879.6    59.4  8.680  259.8    8.0   6.80  10533.6  0.023T 1.00   8143.8  5159.9    1.29    -  
0.2L    :  24.60
  7058.7    62.0  8.680  260.2    8.0   6.81  11038.7  0.023T 1.00   8235.7  8235.7    1.34    -  
0.3L    :  37.23
  9297.1    64.6  8.680  260.6    8.0   6.82  11544.0  0.023T 1.00   8459.8  8459.8    1.36    -  
0.4L    :  49.87
 10635.4    67.2  8.680  261.0    8.0   6.83  12049.4  0.023T 1.00   8811.4  8811.4    1.37    -  
0.5L    :  62.50
 11049.5    67.2  8.680  261.0    8.0   6.83  12049.4  0.023T 1.00   8752.6  8752.6    1.38    -  
0.6L    :  75.13
 10635.4    67.2  8.680  261.0    8.0   6.83  12049.4  0.023T 1.00   8811.4  8811.4    1.37    -  
0.7L    :  87.77
  9297.1    64.6  8.680  260.6    8.0   6.82  11544.0  0.023T 1.00   8459.8  8459.8    1.36    -  
0.8L    : 100.40
  7058.7    62.0  8.680  260.2    8.0   6.81  11038.7  0.023T 1.00   8235.7  8235.7    1.34    -  
0.9L    : 113.03
  3879.6    59.4  8.680  259.8    8.0   6.80  10533.6  0.023T 1.00   8143.8  5159.9    1.29    -  
H/2     : 122.03
  1041.1    57.6  5.923  262.8    5.5   4.69   7164.8  0.035T 1.00       -       -     -     -  
Transfer: 122.67
   823.2    57.5  5.707  263.0    5.3   4.53   6904.3  0.036T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.123
 
  2   2 E  60.00 Ft     0.372
        M   8.00 Fb     0.063
 
  3   2 E  58.00 Ft     0.657
        M   6.00 Fb     0.015
 
  4   2 E  56.00 Ft     0.929
        M   4.00 Fb    -0.022
 
  5   2 E  54.00 Ft     1.187
        M   2.00 Fb    -0.048
 
  6   2 E   6.00 Ft     1.136
        M   6.00 Fb     0.174
 
  7   2 E   6.00 Ft     1.084
        M   6.00 Fb     0.396
 
  8   2 E   6.00 Ft     1.033
        M   6.00 Fb     0.618
 
  9   2 E   6.00 Ft     0.981
        M   6.00 Fb     0.840
 
 10   2 E   4.00 Ft     0.916
        M   4.00 Fb     1.073
 
 11   2 E   4.00 Ft     0.850
        M   4.00 Fb     1.306
 
 12   2 E   4.00 Ft     0.785
        M   4.00 Fb     1.539
 
 13   2 E   4.00 Ft     0.719
        M   4.00 Fb     1.773
 
 14   2 E   4.00 Ft     0.654
        M   4.00 Fb     2.006
 
 15   2 E   4.00 Ft     0.589
        M   4.00 Fb     2.239
 
 16   2 E   2.00 Ft     0.510
        M   2.00 Fb     2.483
 
 17   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.727
 
 18   2 E   2.00 Ft     0.351
        M   2.00 Fb     2.971
 
 19   2 E   2.00 Ft     0.272
        M   2.00 Fb     3.216
 
 20   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.460
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   8           No. of strands, Straight:  32
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.99 %               Final losses: 12.65 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.460     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 12049.42    11049.47     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   1.025     Midspan    1.800   0.230     Midspan
    Pre.Top:   4.500   3.218     Midspan    3.375   2.542     Midspan
    Pre.Bot:   4.500   2.769    Transfer    3.375   2.896    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.021     Bearing
    Pre.Bot:  -0.520  -0.479     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.874     Midspan
    Pre.Bot:                                                             3.000   1.326    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
Deck + Haunch  :                       -1.886  2.30     -4.338
DL-Prec. (DC)  :                       -0.382  3.00     -1.147
Diaphragm      :                       -0.013  3.00     -0.039
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.305  3.00     -0.915
DL-Comp. (DW)  :                       -0.168  3.00     -0.505
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  125.00
     DC  Line       0.087      0.00       0.087  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
      0.50    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.330 ft
Release length = 126.330 ft
Design  length = 125.000 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)  : 0.724   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.916   (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           1520.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           989027 in4#
Ht. of c.g.           =        28.75 in             46.82 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 = 0.8127

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    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    816.4    848.1    848.1    848.1    848.1    848.1    848.1    848.1
  Yb      ,  in    28.59    28.03    28.03    27.94    27.81    27.69    27.56    27.56
  MI(Ixx) , in4   424663   431475   431627   433928   437607   441810   446537   446537
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1528.8   1558.7   1558.7   1558.7   1558.7   1558.7   1558.7   1558.7
  Yb      ,  in    46.64    46.01    46.01    45.96    45.90    45.83    45.77    45.77
  MI(Ixx) , in4   998012  1029963  1030287  1035023  1042105  1049694  1057790  1057790

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 50.53 ft from member end )
END PATTERN (Ycg = 14.40 in):
    12 @  2.000 in    12 @  4.000 in     8 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 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     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.816 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.771 ft
Holddown Force        =  29.075 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
---------------------------------------------------------------------------------------
      5056.167         740 3741.564     26.234 106249.023  1657.558     799.661        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     21.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.4167     37.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      37.6670     88.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      88.6631    104.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.9134    114.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     114.9134    119.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     119.4134    119.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     119.9550    124.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     124.9550    125.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.2050    125.4550     No
      2      US#6[M19]       60.00        0.88       3.00     125.4550    125.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.7050    125.9550     No
      2      US#6[M19]       60.00        0.88       3.00     125.9550    126.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     126.2050    126.3300     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 126.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  4.00 in
         P_init    =     1701.5 kips  Ecc = 24.75 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.751 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.03 ksi    0.00 ksi
    due to Composite Loads                                 -2.31 ksi    0.00 ksi
    due to Live Loads                                      -5.77 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.66 ksi  ( 7.99 %)             9.35 ksi ( 4.77 %)
Total Prestress Losses                                    25.01 ksi (12.76 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   212.3   268.5   998.3  1809.4  2371.4  2706.6  2802.0
            V     147.2   143.3   142.3   127.5   107.3    87.0    58.7    38.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   147.2   143.4   142.3   127.5   108.8    91.0    74.1    58.1
            M      -0.0   209.5   264.6   965.6  1693.1  2142.7  2336.2  2295.6
Total     : M+      0.0   548.0   693.1  2584.2  4706.4  6206.8  7103.7  7385.6
            V     293.7   284.4   281.9   246.0   196.3   146.6    88.3    38.5
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   293.7   284.4   281.9   246.1   197.8   150.5   103.6    58.1
            M      -0.0   545.2   689.2  2551.5  4590.2  5978.0  6733.3  6879.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2706.6  2371.4  1809.4   998.3   268.5   212.3     0.0
            V      58.7    87.0   107.3   127.5   142.3   143.3   147.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.1    91.0   108.8   127.5   142.3   143.4   147.2
            M    2336.2  2142.7  1693.1   965.6   264.6   209.5    -0.0
Total     : M+   7103.7  6206.8  4706.4  2584.2   693.1   548.0     0.0
            V      88.3   146.6   196.3   246.0   281.9   284.4   293.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   103.6   150.5   197.8   246.1   281.9   284.4   293.7
            M    6733.3  5978.0  4590.2  2551.5   689.2   545.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            57.1             57.1
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   169.9   214.8   798.6  1447.5  1897.1  2165.3  2241.6
            V     117.8   114.7   113.8   102.0    85.8    69.6    47.0    30.8
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   117.8   114.7   113.9   102.0    87.0    72.8    59.2    46.4
            M      -0.0   167.6   211.7   772.5  1354.5  1714.2  1869.0  1836.5
Total     : M+      0.0   505.5   639.4  2384.6  4344.6  5732.5  6562.4  6825.2
            V     264.2   255.7   253.4   220.5   174.8   129.2    76.5    30.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   264.2   255.7   253.4   220.6   176.1   132.3    88.8    46.4
            M      -0.0   503.3   636.3  2358.4  4251.5  5549.5  6266.1  6420.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2165.3  1897.1  1447.5   798.6   214.8   169.9     0.0
            V      47.0    69.6    85.8   102.0   113.8   114.7   117.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.2    72.8    87.0   102.0   113.9   114.7   117.8
            M    1869.0  1714.2  1354.5   772.5   211.7   167.6    -0.0
Total     : M+   6562.4  5732.5  4344.6  2384.5   639.4   505.5     0.0
            V      76.5   129.2   174.8   220.5   253.4   255.7   264.2
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    88.8   132.3   176.1   220.6   253.4   255.7   264.2
            M    6266.1  5549.5  4251.5  2358.4   636.3   503.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   150.6   190.4   711.1  1298.3  1717.8  1969.4  2053.3
(Max)       V      65.7    63.3    62.6    53.1    39.8    26.6    13.3     0.0
Self wt.  : M       0.0   108.4   137.1   512.0   934.8  1236.8  1418.0  1478.4
(Min)       V      47.3    45.5    45.1    38.2    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    21.8    27.6   102.9   187.9   248.6   285.0   297.2
DC(Max)     V       9.5     9.2     9.1     7.7     5.8     3.8     1.9     0.0
DL-Prec.  : M       0.0    15.7    19.8    74.1   135.3   179.0   205.2   214.0
DC(Min)     V       6.8     6.6     6.5     5.5     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   163.6   206.9   772.6  1410.6  1866.4  2139.8  2231.0
Haunch (Max)V      71.4    68.7    68.0    57.7    43.3    28.9    14.4     0.0
Deck +    : M       0.0   117.8   149.0   556.3  1015.7  1343.8  1540.7  1606.3
Haunch (Min)V      51.4    49.5    49.0    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     1.5     1.9     7.5    15.4    23.3    26.6    26.6
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.4    11.1    16.8    19.1    19.1
(Min)       V       0.4     0.4     0.4     0.4     0.4     0.4     0.0     0.0
DL-Comp   : M       0.0    53.0    67.0   250.3   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.0    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.2    48.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    15.9    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    44.4   165.7   302.6   400.3   459.0   478.5
DW(Max)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    19.2    71.8   131.1   173.5   198.9   207.4
DW(Min)     V       6.6     6.4     6.3     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   371.6   469.8  1746.9  3166.5  4150.0  4736.5  4903.6
            V     257.6   250.9   249.0   223.1   187.7   152.3   102.8    67.4
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   257.6   250.9   249.1   223.2   190.4   159.2   129.6   101.6
            M      -0.0   366.6   463.0  1689.8  2963.0  3749.7  4088.3  4017.3
Total     : M+      0.0   797.0  1008.0  3757.0  6838.2  9010.9 10309.5 10712.8
            V     443.3   429.6   425.9   373.3   300.5   227.8   140.2    67.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   443.3   429.6   425.9   373.4   303.2   234.6   167.0   101.6
            M      -0.0   792.1  1001.2  3699.8  6634.7  8610.6  9661.3  9826.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1969.4  1717.8  1298.3   711.1   190.4   150.6     0.0
(Max)       V      13.3    26.6    39.8    53.1    62.6    63.3    65.7
Self wt.  : M    1418.0  1236.8   934.8   512.0   137.1   108.4     0.0
(Min)       V       9.6    19.1    28.7    38.2    45.1    45.5    47.3
DL-Prec.  : M     285.0   248.6   187.9   102.9    27.6    21.8     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     9.1     9.2     9.5
DL-Prec.  : M     205.2   179.0   135.3    74.1    19.8    15.7     0.0
DC(Min)     V       1.4     2.8     4.2     5.5     6.5     6.6     6.8
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    2139.8  1866.4  1410.6   772.6   206.9   163.6     0.0
Haunch (Max)V      14.4    28.9    43.3    57.7    68.0    68.7    71.4
Deck +    : M    1540.7  1343.8  1015.7   556.3   149.0   117.8     0.0
Haunch (Min)V      10.4    20.8    31.2    41.6    49.0    49.5    51.4
Diaphragm : M      26.6    23.3    15.4     7.5     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      19.1    16.8    11.1     5.4     1.3     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     693.1   604.6   456.9   250.3    67.0    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.0    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    48.3    38.2     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    15.9    16.0    16.7
DL-Comp   : M     459.0   400.3   302.6   165.7    44.4    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    19.2    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.3     6.4     6.6
LL + I    : M+   4736.5  4150.0  3166.5  1746.9   469.8   371.6     0.0
            V     102.8   152.3   187.7   223.1   249.0   250.9   257.6
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   129.6   159.2   190.4   223.2   249.1   250.9   257.6
            M    4088.3  3749.7  2963.0  1689.8   463.0   366.6    -0.0
Total     : M+  10309.5  9010.9  6838.2  3757.0  1008.0   797.0     0.0
            V     140.2   227.8   300.5   373.3   425.9   429.6   443.3
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   167.0   234.6   303.2   373.4   425.9   429.6   443.3
            M    9661.3  8610.6  6634.7  3699.8  1001.2   792.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.7             65.7
Deck+Haunch            71.4             71.4
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.5              9.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     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    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     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   137.6   173.9   640.5  1142.1  1492.3  1680.5  1689.3
            V     113.3   110.7   110.0   100.1    86.8    65.6    52.4    39.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.3   110.7   110.0   100.1    86.8    73.5    60.3    47.0
            M       0.0   137.6   173.9   640.5  1142.1  1464.4  1607.4  1571.0
Total     : M+      0.0   473.3   598.5  2226.5  4039.1  5327.6  6077.6  6272.9
            V     259.8   251.8   249.6   218.6   175.8   125.1    81.9    39.1
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   259.8   251.8   249.6   218.6   175.8   133.0    89.8    47.0
            M       0.0   473.3   598.5  2226.5  4039.1  5299.7  6004.5  6154.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
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     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1680.5  1492.3  1142.1   640.5   173.9   137.6     0.0
            V      52.4    65.6    86.8   100.1   110.0   110.7   113.3
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    60.3    73.5    86.8   100.1   110.0   110.7   113.3
            M    1607.4  1464.4  1142.1   640.5   173.9   137.6     0.0
Total     : M+   6077.6  5327.6  4039.1  2226.5   598.5   473.3     0.0
            V      81.9   125.1   175.8   218.6   249.6   251.8   259.8
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    89.8   133.0   175.8   218.6   249.6   251.8   259.8
            M    6004.5  5299.7  4039.1  2226.5   598.5   473.3     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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.021   0.080   0.145   0.191   0.217   0.226
Bottom        -0.000  -0.014  -0.017  -0.064  -0.115  -0.150  -0.169  -0.176
 
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   0.006   0.012   0.018   0.020   0.020
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.016  -0.016
 
Deck + Haunch
Precast-top   -0.000   0.127   0.161   0.599   1.089   1.432   1.630   1.700
Bottom        -0.000  -0.102  -0.129  -0.478  -0.861  -1.123  -1.268  -1.322
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.048   0.087   0.114   0.130   0.136
Precast-top   -0.000   0.008   0.011   0.040   0.072   0.095   0.108   0.113
Bottom        -0.000  -0.023  -0.029  -0.107  -0.193  -0.253  -0.288  -0.300
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.026   0.048   0.063   0.072   0.075
Precast-top   -0.000   0.005   0.006   0.022   0.040   0.052   0.060   0.062
Bottom        -0.000  -0.013  -0.016  -0.059  -0.107  -0.140  -0.159  -0.166
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.238   0.429   0.560   0.636   0.658
Precast-top   -0.000   0.042   0.053   0.197   0.356   0.465   0.529   0.548
Bottom        -0.000  -0.114  -0.144  -0.532  -0.956  -1.243  -1.405  -1.455
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.084   0.312   0.564   0.737   0.838   0.869 
Precast-top    0.021   0.354   0.423   1.309   2.243   2.817   3.037   3.205 
Bottom         0.723   2.775   2.691   1.620   0.485  -0.232  -0.550  -0.729 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.020   0.074   0.135   0.177   0.202   0.211 
Precast-top    0.021   0.312   0.370   1.112   1.887   2.352   2.508   2.657 
Bottom         0.723   2.889   2.835   2.152   1.441   1.011   0.855   0.725 
 

 
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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 
 
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 = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.021   0.080   0.145   0.191   0.217   0.226
Bottom        -0.000  -0.014  -0.017  -0.064  -0.115  -0.150  -0.169  -0.176
 
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   0.006   0.012   0.018   0.020   0.020
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.016  -0.016
 
Deck + Haunch
Precast-top   -0.000   0.127   0.161   0.599   1.089   1.432   1.630   1.700
Bottom        -0.000  -0.102  -0.129  -0.478  -0.861  -1.123  -1.268  -1.322
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.048   0.087   0.114   0.130   0.136
Precast-top   -0.000   0.008   0.011   0.040   0.072   0.095   0.108   0.113
Bottom        -0.000  -0.023  -0.029  -0.107  -0.193  -0.253  -0.288  -0.300
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.026   0.048   0.063   0.072   0.075
Precast-top   -0.000   0.005   0.006   0.022   0.040   0.052   0.060   0.062
Bottom        -0.000  -0.013  -0.016  -0.059  -0.107  -0.140  -0.159  -0.166
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.190   0.343   0.448   0.509   0.527
Precast-top   -0.000   0.034   0.043   0.158   0.285   0.372   0.423   0.438
Bottom        -0.000  -0.091  -0.115  -0.426  -0.765  -0.994  -1.124  -1.164
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.056   0.071   0.264   0.478   0.625   0.711   0.737 
Precast-top    0.021   0.345   0.412   1.270   2.172   2.724   2.931   3.096 
Bottom         0.723   2.798   2.720   1.727   0.676   0.017  -0.269  -0.438 
 

 
 
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   11.97   24.60   37.23   49.87   62.50
F_LL+I(+)
Topping-top   -0.000   0.033   0.042   0.153   0.271   0.352   0.395   0.397
Precast-top   -0.000   0.027   0.034   0.127   0.225   0.293   0.328   0.330
Bottom        -0.000  -0.074  -0.093  -0.341  -0.604  -0.782  -0.873  -0.877
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.190   0.338   0.441   0.496   0.502 
Precast-top    0.011   0.183   0.219   0.683   1.168   1.469   1.582   1.659 
Bottom         0.361   1.371   1.324   0.735   0.117  -0.276  -0.445  -0.514 
 

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
    443.3    6.5   67.5    1.008   5.6   6.00e-3 50.0    453.9     1.614    3.520      0.00
      0.0    0.9   67.1     41.9 0.149      32.9 0.87    12.00     0.113    1.671 
Transfer:   3.00
    429.6    6.5   67.5    4.547  25.4  -0.01e-3 29.0    273.3     0.462    1.760      0.00
    792.1    4.0   65.5    189.0 0.141     178.6 4.84    12.00     0.113    1.726 
Critical:   6.10
    411.4    6.5   67.5    5.395  25.4  -0.06e-3 28.8    247.4     0.417    1.760      0.00
   1746.2    4.6   65.2    189.0 0.136     184.3 5.03    12.00     0.113    1.793 
0.1L    :  12.63
    373.4    6.5   67.5    6.944  25.4  -0.07e-3 28.8    206.2     0.351    0.620      0.00
   3699.8    6.0   64.5    189.0 0.124     183.3 5.05    24.00     0.113    1.381 
0.2L    :  25.27
    303.2    6.5   62.0    8.680  25.4  -0.00e-3 29.0    151.6     0.284    0.496      0.00
   6634.7    6.0   59.0    189.0 0.108     159.9 4.81    24.00     0.113    1.335 
0.3L    :  37.90
    234.6    6.5   64.6    8.680  25.4   0.99e-3 32.5    139.7     0.288    0.413      0.00
   8610.6    6.0   61.6    189.0 0.078      95.5 2.75    24.00     0.113    1.232 
0.4L    :  50.53
    167.0    6.5   67.2    8.680   0.0   1.34e-3 33.7     99.0     0.205    0.413      0.00
   9661.3    6.0   64.2    189.0 0.059      86.6 2.39    24.00     0.113    1.540 
0.5L    :  63.17
    101.6    6.5   67.2    8.680   0.0   1.20e-3 33.2     21.6     0.113    0.413      0.00
   9826.5    6.0   64.2    189.0 0.036      91.3 2.53    24.00     0.113    2.606 
0.6L    :  75.80
    167.0    6.5   67.2    8.680   0.0   1.34e-3 33.7     99.0     0.205    0.413      0.00
   9661.3    6.0   64.2    189.0 0.059      86.6 2.39    24.00     0.113    1.540 
0.7L    :  88.43
    234.6    6.5   64.6    8.680  25.4   0.99e-3 32.5    139.7     0.288    0.413      0.00
   8610.6    6.0   61.6    189.0 0.078      95.5 2.75    24.00     0.113    1.232 
0.8L    : 101.06
    303.2    6.5   62.0    8.680  25.4  -0.00e-3 29.0    151.6     0.284    0.496      0.00
   6634.7    6.0   59.0    189.0 0.108     159.9 4.81    24.00     0.113    1.335 
0.9L    : 113.70
    373.4    6.5   67.5    6.944  25.4  -0.07e-3 28.8    206.2     0.351    0.620      0.00
   3699.8    6.0   64.5    189.0 0.124     183.3 5.05    24.00     0.113    1.381 
Critical: 120.23
    411.4    6.5   67.5    5.395  25.4  -0.06e-3 28.8    247.4     0.417    1.760      0.00
   1746.2    4.6   65.2    189.0 0.136     184.3 5.03    12.00     0.113    1.793 
Transfer: 123.33
    429.6    6.5   67.5    4.547  25.4  -0.01e-3 29.0    273.3     0.462    1.760      0.00
    792.1    4.0   65.5    189.0 0.141     178.6 4.84    12.00     0.113    1.726 
Bearing : 125.67
    443.3    6.5   67.5    1.008   5.6   6.00e-3 50.0    453.9     1.614    3.520      0.00
      0.0    0.9   67.1     41.9 0.149      32.9 0.87    12.00     0.113    1.671 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.40
 
 
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
    443.3      7.35     67.50    0.90       67.05    24.00      0.300      1.699      0.000      3.520 
Transfer:      2.33
    429.6      7.29     67.50    3.97       65.51    24.00      0.300      1.679      0.000      1.760 
Critical:      5.43
    411.6      7.02     67.50    4.64       65.18    24.00      0.300      1.589      0.000      1.760 
0.1L    :     11.97
    373.4      6.43     67.50    6.00       64.50    24.00      0.300      1.394      0.000      0.620 
0.2L    :     24.60
    303.2      5.71     62.05    6.01       59.04    24.00      0.300      1.152      0.000      0.496 
0.3L    :     37.23
    234.6      4.23     64.65    6.02       61.64    24.00      0.300      0.660      0.000      0.413 
0.4L    :     49.87
    167.0      2.89     67.25    6.03       64.24    24.00      0.300      0.213      0.000      0.413 
0.5L    :     62.50
    101.6      1.76     67.25    6.03       64.24    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    167.0      2.89     67.25    6.03       64.24    24.00      0.300      0.213      0.000      0.413 
0.7L    :     87.77
    234.6      4.23     64.65    6.02       61.64    24.00      0.300      0.660      0.000      0.413 
0.8L    :    100.40
    303.2      5.71     62.05    6.01       59.04    24.00      0.300      1.152      0.000      0.496 
0.9L    :    113.03
    373.4      6.43     67.50    6.00       64.50    24.00      0.300      1.394      0.000      0.620 
Critical:    119.57
    411.6      7.02     67.50    4.64       65.18    24.00      0.300      1.589      0.000      1.760 
Transfer:    122.67
    429.6      7.29     67.50    3.97       65.51    24.00      0.300      1.679      0.000      1.760 
Bearing :    125.00
    443.3      7.35     67.50    0.90       67.05    24.00      0.300      1.699      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.97 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
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          :       0.948            1.671            1.945
 
At 0.2 x L = 24.60 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
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          :       1.652            2.908            3.373
 
At 0.3 x L = 37.23 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
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          :       2.133            3.752            4.339
 
At 0.4 x L = 49.87 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
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          :       2.398            4.214            4.866
 
At 0.5 x L = 62.50 ft
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
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          :       2.502            4.395            5.072
 
At 0.6 x L = 75.13 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
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          :       2.398            4.214            4.866
 
At 0.7 x L = 87.77 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
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          :       2.133            3.752            4.339
 
At 0.8 x L = 100.40 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
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          :       1.652            2.908            3.373
 
At 0.9 x L = 113.03 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
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          :       0.948            1.671            1.945
 

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
   797.0    57.5  5.683  263.9    4.7   3.97   6933.2  0.041T 1.00       -       -     -     -  
H/2     :   2.97
  1008.0    57.6  5.899  263.6    4.8   4.12   7197.5  0.040T 1.00       -       -     -     -  
0.1L    :  11.97
  3757.0    59.4  8.680  261.0    7.1   6.00  10657.7  0.026T 1.00   8218.3  4996.8    1.30    -  
0.2L    :  24.60
  6838.2    62.0  8.680  261.4    7.1   6.01  11163.3  0.026T 1.00   8278.6  8278.6    1.35    -  
0.3L    :  37.23
  9010.9    64.6  8.680  261.7    7.1   6.02  11669.1  0.026T 1.00   8482.4  8482.4    1.38    -  
0.4L    :  49.87
 10309.5    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8825.4  8825.4    1.38    -  
0.5L    :  62.50
 10712.8    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8761.5  8761.5    1.39    -  
0.6L    :  75.13
 10309.5    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8825.4  8825.4    1.38    -  
0.7L    :  87.77
  9010.9    64.6  8.680  261.7    7.1   6.02  11669.1  0.026T 1.00   8482.4  8482.4    1.38    -  
0.8L    : 100.40
  6838.2    62.0  8.680  261.4    7.1   6.01  11163.3  0.026T 1.00   8278.6  8278.6    1.35    -  
0.9L    : 113.03
  3757.0    59.4  8.680  261.0    7.1   6.00  10657.7  0.026T 1.00   8218.3  4996.8    1.30    -  
H/2     : 122.03
  1008.0    57.6  5.899  263.6    4.8   4.12   7197.5  0.040T 1.00       -       -     -     -  
Transfer: 122.67
   797.0    57.5  5.683  263.9    4.7   3.97   6933.2  0.041T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.123
 
  2   2 E  60.00 Ft     0.372
        M   8.00 Fb     0.063
 
  3   2 E  58.00 Ft     0.657
        M   6.00 Fb     0.015
 
  4   2 E  56.00 Ft     0.929
        M   4.00 Fb    -0.022
 
  5   2 E  54.00 Ft     1.187
        M   2.00 Fb    -0.048
 
  6   2 E   6.00 Ft     1.136
        M   6.00 Fb     0.174
 
  7   2 E   6.00 Ft     1.084
        M   6.00 Fb     0.396
 
  8   2 E   6.00 Ft     1.033
        M   6.00 Fb     0.618
 
  9   2 E   6.00 Ft     0.981
        M   6.00 Fb     0.840
 
 10   2 E   4.00 Ft     0.916
        M   4.00 Fb     1.073
 
 11   2 E   4.00 Ft     0.850
        M   4.00 Fb     1.306
 
 12   2 E   4.00 Ft     0.785
        M   4.00 Fb     1.539
 
 13   2 E   4.00 Ft     0.719
        M   4.00 Fb     1.773
 
 14   2 E   4.00 Ft     0.654
        M   4.00 Fb     2.006
 
 15   2 E   4.00 Ft     0.589
        M   4.00 Fb     2.239
 
 16   2 E   2.00 Ft     0.510
        M   2.00 Fb     2.483
 
 17   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.727
 
 18   2 E   2.00 Ft     0.351
        M   2.00 Fb     2.971
 
 19   2 E   2.00 Ft     0.272
        M   2.00 Fb     3.216
 
 20   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.460
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   8           No. of strands, Straight:  32
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.99 %               Final losses: 12.76 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.460     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 12175.10    10712.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.869     Midspan    1.800   0.211     Midspan
    Pre.Top:   4.500   3.205     Midspan    3.375   2.657     Midspan
    Pre.Bot:   4.500   2.775    Transfer    3.375   2.889    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.021     Bearing
    Pre.Bot:  -0.520  -0.438     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.659     Midspan
    Pre.Bot:                                                             3.000   1.371    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
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          :       2.502            4.395            5.072
 
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  125.00
     DC  Line       0.087      0.00       0.087  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
      0.50    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.330 ft
Release length = 126.330 ft
Design  length = 125.000 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)  : 0.724   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.916   (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           1520.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           989027 in4#
Ht. of c.g.           =        28.75 in             46.82 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 = 0.8127

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    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    816.4    848.1    848.1    848.1    848.1    848.1    848.1    848.1
  Yb      ,  in    28.59    28.03    28.03    27.94    27.81    27.69    27.56    27.56
  MI(Ixx) , in4   424663   431475   431627   433928   437607   441810   446537   446537
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1528.8   1558.7   1558.7   1558.7   1558.7   1558.7   1558.7   1558.7
  Yb      ,  in    46.64    46.01    46.01    45.96    45.90    45.83    45.77    45.77
  MI(Ixx) , in4   998012  1029963  1030287  1035023  1042105  1049694  1057790  1057790

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 50.53 ft from member end )
END PATTERN (Ycg = 14.40 in):
    12 @  2.000 in    12 @  4.000 in     8 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 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     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.816 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.771 ft
Holddown Force        =  29.075 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
---------------------------------------------------------------------------------------
      5056.167         740 3741.564     26.234 106249.023  1657.558     799.661        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     21.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.4167     37.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      37.6670     88.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      88.6631    104.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.9134    114.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     114.9134    119.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     119.4134    119.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     119.9550    124.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     124.9550    125.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.2050    125.4550     No
      2      US#6[M19]       60.00        0.88       3.00     125.4550    125.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.7050    125.9550     No
      2      US#6[M19]       60.00        0.88       3.00     125.9550    126.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     126.2050    126.3300     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 126.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  4.00 in
         P_init    =     1701.5 kips  Ecc = 24.75 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.751 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.03 ksi    0.00 ksi
    due to Composite Loads                                 -2.31 ksi    0.00 ksi
    due to Live Loads                                      -5.77 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.66 ksi  ( 7.99 %)             9.35 ksi ( 4.77 %)
Total Prestress Losses                                    25.01 ksi (12.76 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   212.3   268.5   998.3  1809.4  2371.4  2706.6  2802.0
            V     147.2   143.3   142.3   127.5   107.3    87.0    58.7    38.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   147.2   143.4   142.3   127.5   108.8    91.0    74.1    58.1
            M      -0.0   209.5   264.6   965.6  1693.1  2142.7  2336.2  2295.6
Total     : M+      0.0   548.0   693.1  2584.2  4706.4  6206.8  7103.7  7385.6
            V     293.7   284.4   281.9   246.0   196.3   146.6    88.3    38.5
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   293.7   284.4   281.9   246.1   197.8   150.5   103.6    58.1
            M      -0.0   545.2   689.2  2551.5  4590.2  5978.0  6733.3  6879.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2706.6  2371.4  1809.4   998.3   268.5   212.3     0.0
            V      58.7    87.0   107.3   127.5   142.3   143.3   147.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.1    91.0   108.8   127.5   142.3   143.4   147.2
            M    2336.2  2142.7  1693.1   965.6   264.6   209.5    -0.0
Total     : M+   7103.7  6206.8  4706.4  2584.2   693.1   548.0     0.0
            V      88.3   146.6   196.3   246.0   281.9   284.4   293.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   103.6   150.5   197.8   246.1   281.9   284.4   293.7
            M    6733.3  5978.0  4590.2  2551.5   689.2   545.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            57.1             57.1
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   169.9   214.8   798.6  1447.5  1897.1  2165.3  2241.6
            V     117.8   114.7   113.8   102.0    85.8    69.6    47.0    30.8
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   117.8   114.7   113.9   102.0    87.0    72.8    59.2    46.4
            M      -0.0   167.6   211.7   772.5  1354.5  1714.2  1869.0  1836.5
Total     : M+      0.0   505.5   639.4  2384.6  4344.6  5732.5  6562.4  6825.2
            V     264.2   255.7   253.4   220.5   174.8   129.2    76.5    30.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   264.2   255.7   253.4   220.6   176.1   132.3    88.8    46.4
            M      -0.0   503.3   636.3  2358.4  4251.5  5549.5  6266.1  6420.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2165.3  1897.1  1447.5   798.6   214.8   169.9     0.0
            V      47.0    69.6    85.8   102.0   113.8   114.7   117.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.2    72.8    87.0   102.0   113.9   114.7   117.8
            M    1869.0  1714.2  1354.5   772.5   211.7   167.6    -0.0
Total     : M+   6562.4  5732.5  4344.6  2384.5   639.4   505.5     0.0
            V      76.5   129.2   174.8   220.5   253.4   255.7   264.2
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    88.8   132.3   176.1   220.6   253.4   255.7   264.2
            M    6266.1  5549.5  4251.5  2358.4   636.3   503.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   150.6   190.4   711.1  1298.3  1717.8  1969.4  2053.3
(Max)       V      65.7    63.3    62.6    53.1    39.8    26.6    13.3     0.0
Self wt.  : M       0.0   108.4   137.1   512.0   934.8  1236.8  1418.0  1478.4
(Min)       V      47.3    45.5    45.1    38.2    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    21.8    27.6   102.9   187.9   248.6   285.0   297.2
DC(Max)     V       9.5     9.2     9.1     7.7     5.8     3.8     1.9     0.0
DL-Prec.  : M       0.0    15.7    19.8    74.1   135.3   179.0   205.2   214.0
DC(Min)     V       6.8     6.6     6.5     5.5     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   163.6   206.9   772.6  1410.6  1866.4  2139.8  2231.0
Haunch (Max)V      71.4    68.7    68.0    57.7    43.3    28.9    14.4     0.0
Deck +    : M       0.0   117.8   149.0   556.3  1015.7  1343.8  1540.7  1606.3
Haunch (Min)V      51.4    49.5    49.0    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     1.5     1.9     7.5    15.4    23.3    26.6    26.6
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.4    11.1    16.8    19.1    19.1
(Min)       V       0.4     0.4     0.4     0.4     0.4     0.4     0.0     0.0
DL-Comp   : M       0.0    53.0    67.0   250.3   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.0    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.2    48.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    15.9    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    44.4   165.7   302.6   400.3   459.0   478.5
DW(Max)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    19.2    71.8   131.1   173.5   198.9   207.4
DW(Min)     V       6.6     6.4     6.3     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   371.6   469.8  1746.9  3166.5  4150.0  4736.5  4903.6
            V     257.6   250.9   249.0   223.1   187.7   152.3   102.8    67.4
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   257.6   250.9   249.1   223.2   190.4   159.2   129.6   101.6
            M      -0.0   366.6   463.0  1689.8  2963.0  3749.7  4088.3  4017.3
Total     : M+      0.0   797.0  1008.0  3757.0  6838.2  9010.9 10309.5 10712.8
            V     443.3   429.6   425.9   373.3   300.5   227.8   140.2    67.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   443.3   429.6   425.9   373.4   303.2   234.6   167.0   101.6
            M      -0.0   792.1  1001.2  3699.8  6634.7  8610.6  9661.3  9826.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1969.4  1717.8  1298.3   711.1   190.4   150.6     0.0
(Max)       V      13.3    26.6    39.8    53.1    62.6    63.3    65.7
Self wt.  : M    1418.0  1236.8   934.8   512.0   137.1   108.4     0.0
(Min)       V       9.6    19.1    28.7    38.2    45.1    45.5    47.3
DL-Prec.  : M     285.0   248.6   187.9   102.9    27.6    21.8     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     9.1     9.2     9.5
DL-Prec.  : M     205.2   179.0   135.3    74.1    19.8    15.7     0.0
DC(Min)     V       1.4     2.8     4.2     5.5     6.5     6.6     6.8
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    2139.8  1866.4  1410.6   772.6   206.9   163.6     0.0
Haunch (Max)V      14.4    28.9    43.3    57.7    68.0    68.7    71.4
Deck +    : M    1540.7  1343.8  1015.7   556.3   149.0   117.8     0.0
Haunch (Min)V      10.4    20.8    31.2    41.6    49.0    49.5    51.4
Diaphragm : M      26.6    23.3    15.4     7.5     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      19.1    16.8    11.1     5.4     1.3     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     693.1   604.6   456.9   250.3    67.0    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.0    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    48.3    38.2     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    15.9    16.0    16.7
DL-Comp   : M     459.0   400.3   302.6   165.7    44.4    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    19.2    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.3     6.4     6.6
LL + I    : M+   4736.5  4150.0  3166.5  1746.9   469.8   371.6     0.0
            V     102.8   152.3   187.7   223.1   249.0   250.9   257.6
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   129.6   159.2   190.4   223.2   249.1   250.9   257.6
            M    4088.3  3749.7  2963.0  1689.8   463.0   366.6    -0.0
Total     : M+  10309.5  9010.9  6838.2  3757.0  1008.0   797.0     0.0
            V     140.2   227.8   300.5   373.3   425.9   429.6   443.3
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   167.0   234.6   303.2   373.4   425.9   429.6   443.3
            M    9661.3  8610.6  6634.7  3699.8  1001.2   792.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.7             65.7
Deck+Haunch            71.4             71.4
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.5              9.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     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    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     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   137.6   173.9   640.5  1142.1  1492.3  1680.5  1689.3
            V     113.3   110.7   110.0   100.1    86.8    65.6    52.4    39.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.3   110.7   110.0   100.1    86.8    73.5    60.3    47.0
            M       0.0   137.6   173.9   640.5  1142.1  1464.4  1607.4  1571.0
Total     : M+      0.0   473.3   598.5  2226.5  4039.1  5327.6  6077.6  6272.9
            V     259.8   251.8   249.6   218.6   175.8   125.1    81.9    39.1
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   259.8   251.8   249.6   218.6   175.8   133.0    89.8    47.0
            M       0.0   473.3   598.5  2226.5  4039.1  5299.7  6004.5  6154.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
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     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1680.5  1492.3  1142.1   640.5   173.9   137.6     0.0
            V      52.4    65.6    86.8   100.1   110.0   110.7   113.3
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    60.3    73.5    86.8   100.1   110.0   110.7   113.3
            M    1607.4  1464.4  1142.1   640.5   173.9   137.6     0.0
Total     : M+   6077.6  5327.6  4039.1  2226.5   598.5   473.3     0.0
            V      81.9   125.1   175.8   218.6   249.6   251.8   259.8
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    89.8   133.0   175.8   218.6   249.6   251.8   259.8
            M    6004.5  5299.7  4039.1  2226.5   598.5   473.3     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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.021   0.080   0.145   0.191   0.217   0.226
Bottom        -0.000  -0.014  -0.017  -0.064  -0.115  -0.150  -0.169  -0.176
 
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   0.006   0.012   0.018   0.020   0.020
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.016  -0.016
 
Deck + Haunch
Precast-top   -0.000   0.127   0.161   0.599   1.089   1.432   1.630   1.700
Bottom        -0.000  -0.102  -0.129  -0.478  -0.861  -1.123  -1.268  -1.322
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.048   0.087   0.114   0.130   0.136
Precast-top   -0.000   0.008   0.011   0.040   0.072   0.095   0.108   0.113
Bottom        -0.000  -0.023  -0.029  -0.107  -0.193  -0.253  -0.288  -0.300
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.026   0.048   0.063   0.072   0.075
Precast-top   -0.000   0.005   0.006   0.022   0.040   0.052   0.060   0.062
Bottom        -0.000  -0.013  -0.016  -0.059  -0.107  -0.140  -0.159  -0.166
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.238   0.429   0.560   0.636   0.658
Precast-top   -0.000   0.042   0.053   0.197   0.356   0.465   0.529   0.548
Bottom        -0.000  -0.114  -0.144  -0.532  -0.956  -1.243  -1.405  -1.455
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.084   0.312   0.564   0.737   0.838   0.869 
Precast-top    0.021   0.354   0.423   1.309   2.243   2.817   3.037   3.205 
Bottom         0.723   2.775   2.691   1.620   0.485  -0.232  -0.550  -0.729 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.020   0.074   0.135   0.177   0.202   0.211 
Precast-top    0.021   0.312   0.370   1.112   1.887   2.352   2.508   2.657 
Bottom         0.723   2.889   2.835   2.152   1.441   1.011   0.855   0.725 
 

 
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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 
 
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 = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.021   0.080   0.145   0.191   0.217   0.226
Bottom        -0.000  -0.014  -0.017  -0.064  -0.115  -0.150  -0.169  -0.176
 
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   0.006   0.012   0.018   0.020   0.020
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.016  -0.016
 
Deck + Haunch
Precast-top   -0.000   0.127   0.161   0.599   1.089   1.432   1.630   1.700
Bottom        -0.000  -0.102  -0.129  -0.478  -0.861  -1.123  -1.268  -1.322
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.048   0.087   0.114   0.130   0.136
Precast-top   -0.000   0.008   0.011   0.040   0.072   0.095   0.108   0.113
Bottom        -0.000  -0.023  -0.029  -0.107  -0.193  -0.253  -0.288  -0.300
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.026   0.048   0.063   0.072   0.075
Precast-top   -0.000   0.005   0.006   0.022   0.040   0.052   0.060   0.062
Bottom        -0.000  -0.013  -0.016  -0.059  -0.107  -0.140  -0.159  -0.166
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.190   0.343   0.448   0.509   0.527
Precast-top   -0.000   0.034   0.043   0.158   0.285   0.372   0.423   0.438
Bottom        -0.000  -0.091  -0.115  -0.426  -0.765  -0.994  -1.124  -1.164
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.056   0.071   0.264   0.478   0.625   0.711   0.737 
Precast-top    0.021   0.345   0.412   1.270   2.172   2.724   2.931   3.096 
Bottom         0.723   2.798   2.720   1.727   0.676   0.017  -0.269  -0.438 
 

 
 
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   11.97   24.60   37.23   49.87   62.50
F_LL+I(+)
Topping-top   -0.000   0.033   0.042   0.153   0.271   0.352   0.395   0.397
Precast-top   -0.000   0.027   0.034   0.127   0.225   0.293   0.328   0.330
Bottom        -0.000  -0.074  -0.093  -0.341  -0.604  -0.782  -0.873  -0.877
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.190   0.338   0.441   0.496   0.502 
Precast-top    0.011   0.183   0.219   0.683   1.168   1.469   1.582   1.659 
Bottom         0.361   1.371   1.324   0.735   0.117  -0.276  -0.445  -0.514 
 

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
    443.3    6.5   67.5    1.008   5.6   6.00e-3 50.0    453.9     1.614    3.520      0.00
      0.0    0.9   67.1     41.9 0.149      32.9 0.87    12.00     0.113    1.671 
Transfer:   3.00
    429.6    6.5   67.5    4.547  25.4  -0.01e-3 29.0    273.3     0.462    1.760      0.00
    792.1    4.0   65.5    189.0 0.141     178.6 4.84    12.00     0.113    1.726 
Critical:   6.10
    411.4    6.5   67.5    5.395  25.4  -0.06e-3 28.8    247.4     0.417    1.760      0.00
   1746.2    4.6   65.2    189.0 0.136     184.3 5.03    12.00     0.113    1.793 
0.1L    :  12.63
    373.4    6.5   67.5    6.944  25.4  -0.07e-3 28.8    206.2     0.351    0.620      0.00
   3699.8    6.0   64.5    189.0 0.124     183.3 5.05    24.00     0.113    1.381 
0.2L    :  25.27
    303.2    6.5   62.0    8.680  25.4  -0.00e-3 29.0    151.6     0.284    0.496      0.00
   6634.7    6.0   59.0    189.0 0.108     159.9 4.81    24.00     0.113    1.335 
0.3L    :  37.90
    234.6    6.5   64.6    8.680  25.4   0.99e-3 32.5    139.7     0.288    0.413      0.00
   8610.6    6.0   61.6    189.0 0.078      95.5 2.75    24.00     0.113    1.232 
0.4L    :  50.53
    167.0    6.5   67.2    8.680   0.0   1.34e-3 33.7     99.0     0.205    0.413      0.00
   9661.3    6.0   64.2    189.0 0.059      86.6 2.39    24.00     0.113    1.540 
0.5L    :  63.17
    101.6    6.5   67.2    8.680   0.0   1.20e-3 33.2     21.6     0.113    0.413      0.00
   9826.5    6.0   64.2    189.0 0.036      91.3 2.53    24.00     0.113    2.606 
0.6L    :  75.80
    167.0    6.5   67.2    8.680   0.0   1.34e-3 33.7     99.0     0.205    0.413      0.00
   9661.3    6.0   64.2    189.0 0.059      86.6 2.39    24.00     0.113    1.540 
0.7L    :  88.43
    234.6    6.5   64.6    8.680  25.4   0.99e-3 32.5    139.7     0.288    0.413      0.00
   8610.6    6.0   61.6    189.0 0.078      95.5 2.75    24.00     0.113    1.232 
0.8L    : 101.06
    303.2    6.5   62.0    8.680  25.4  -0.00e-3 29.0    151.6     0.284    0.496      0.00
   6634.7    6.0   59.0    189.0 0.108     159.9 4.81    24.00     0.113    1.335 
0.9L    : 113.70
    373.4    6.5   67.5    6.944  25.4  -0.07e-3 28.8    206.2     0.351    0.620      0.00
   3699.8    6.0   64.5    189.0 0.124     183.3 5.05    24.00     0.113    1.381 
Critical: 120.23
    411.4    6.5   67.5    5.395  25.4  -0.06e-3 28.8    247.4     0.417    1.760      0.00
   1746.2    4.6   65.2    189.0 0.136     184.3 5.03    12.00     0.113    1.793 
Transfer: 123.33
    429.6    6.5   67.5    4.547  25.4  -0.01e-3 29.0    273.3     0.462    1.760      0.00
    792.1    4.0   65.5    189.0 0.141     178.6 4.84    12.00     0.113    1.726 
Bearing : 125.67
    443.3    6.5   67.5    1.008   5.6   6.00e-3 50.0    453.9     1.614    3.520      0.00
      0.0    0.9   67.1     41.9 0.149      32.9 0.87    12.00     0.113    1.671 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.40
 
 
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
    443.3      7.35     67.50    0.90       67.05    24.00      0.300      1.699      0.000      3.520 
Transfer:      2.33
    429.6      7.29     67.50    3.97       65.51    24.00      0.300      1.679      0.000      1.760 
Critical:      5.43
    411.6      7.02     67.50    4.64       65.18    24.00      0.300      1.589      0.000      1.760 
0.1L    :     11.97
    373.4      6.43     67.50    6.00       64.50    24.00      0.300      1.394      0.000      0.620 
0.2L    :     24.60
    303.2      5.71     62.05    6.01       59.04    24.00      0.300      1.152      0.000      0.496 
0.3L    :     37.23
    234.6      4.23     64.65    6.02       61.64    24.00      0.300      0.660      0.000      0.413 
0.4L    :     49.87
    167.0      2.89     67.25    6.03       64.24    24.00      0.300      0.213      0.000      0.413 
0.5L    :     62.50
    101.6      1.76     67.25    6.03       64.24    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    167.0      2.89     67.25    6.03       64.24    24.00      0.300      0.213      0.000      0.413 
0.7L    :     87.77
    234.6      4.23     64.65    6.02       61.64    24.00      0.300      0.660      0.000      0.413 
0.8L    :    100.40
    303.2      5.71     62.05    6.01       59.04    24.00      0.300      1.152      0.000      0.496 
0.9L    :    113.03
    373.4      6.43     67.50    6.00       64.50    24.00      0.300      1.394      0.000      0.620 
Critical:    119.57
    411.6      7.02     67.50    4.64       65.18    24.00      0.300      1.589      0.000      1.760 
Transfer:    122.67
    429.6      7.29     67.50    3.97       65.51    24.00      0.300      1.679      0.000      1.760 
Bearing :    125.00
    443.3      7.35     67.50    0.90       67.05    24.00      0.300      1.699      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.97 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
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          :       0.948            1.671            1.945
 
At 0.2 x L = 24.60 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
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          :       1.652            2.908            3.373
 
At 0.3 x L = 37.23 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
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          :       2.133            3.752            4.339
 
At 0.4 x L = 49.87 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
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          :       2.398            4.214            4.866
 
At 0.5 x L = 62.50 ft
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
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          :       2.502            4.395            5.072
 
At 0.6 x L = 75.13 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
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          :       2.398            4.214            4.866
 
At 0.7 x L = 87.77 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
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          :       2.133            3.752            4.339
 
At 0.8 x L = 100.40 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
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          :       1.652            2.908            3.373
 
At 0.9 x L = 113.03 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
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          :       0.948            1.671            1.945
 

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
   797.0    57.5  5.683  263.9    4.7   3.97   6933.2  0.041T 1.00       -       -     -     -  
H/2     :   2.97
  1008.0    57.6  5.899  263.6    4.8   4.12   7197.5  0.040T 1.00       -       -     -     -  
0.1L    :  11.97
  3757.0    59.4  8.680  261.0    7.1   6.00  10657.7  0.026T 1.00   8218.3  4996.8    1.30    -  
0.2L    :  24.60
  6838.2    62.0  8.680  261.4    7.1   6.01  11163.3  0.026T 1.00   8278.6  8278.6    1.35    -  
0.3L    :  37.23
  9010.9    64.6  8.680  261.7    7.1   6.02  11669.1  0.026T 1.00   8482.4  8482.4    1.38    -  
0.4L    :  49.87
 10309.5    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8825.4  8825.4    1.38    -  
0.5L    :  62.50
 10712.8    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8761.5  8761.5    1.39    -  
0.6L    :  75.13
 10309.5    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8825.4  8825.4    1.38    -  
0.7L    :  87.77
  9010.9    64.6  8.680  261.7    7.1   6.02  11669.1  0.026T 1.00   8482.4  8482.4    1.38    -  
0.8L    : 100.40
  6838.2    62.0  8.680  261.4    7.1   6.01  11163.3  0.026T 1.00   8278.6  8278.6    1.35    -  
0.9L    : 113.03
  3757.0    59.4  8.680  261.0    7.1   6.00  10657.7  0.026T 1.00   8218.3  4996.8    1.30    -  
H/2     : 122.03
  1008.0    57.6  5.899  263.6    4.8   4.12   7197.5  0.040T 1.00       -       -     -     -  
Transfer: 122.67
   797.0    57.5  5.683  263.9    4.7   3.97   6933.2  0.041T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.123
 
  2   2 E  60.00 Ft     0.372
        M   8.00 Fb     0.063
 
  3   2 E  58.00 Ft     0.657
        M   6.00 Fb     0.015
 
  4   2 E  56.00 Ft     0.929
        M   4.00 Fb    -0.022
 
  5   2 E  54.00 Ft     1.187
        M   2.00 Fb    -0.048
 
  6   2 E   6.00 Ft     1.136
        M   6.00 Fb     0.174
 
  7   2 E   6.00 Ft     1.084
        M   6.00 Fb     0.396
 
  8   2 E   6.00 Ft     1.033
        M   6.00 Fb     0.618
 
  9   2 E   6.00 Ft     0.981
        M   6.00 Fb     0.840
 
 10   2 E   4.00 Ft     0.916
        M   4.00 Fb     1.073
 
 11   2 E   4.00 Ft     0.850
        M   4.00 Fb     1.306
 
 12   2 E   4.00 Ft     0.785
        M   4.00 Fb     1.539
 
 13   2 E   4.00 Ft     0.719
        M   4.00 Fb     1.773
 
 14   2 E   4.00 Ft     0.654
        M   4.00 Fb     2.006
 
 15   2 E   4.00 Ft     0.589
        M   4.00 Fb     2.239
 
 16   2 E   2.00 Ft     0.510
        M   2.00 Fb     2.483
 
 17   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.727
 
 18   2 E   2.00 Ft     0.351
        M   2.00 Fb     2.971
 
 19   2 E   2.00 Ft     0.272
        M   2.00 Fb     3.216
 
 20   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.460
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   8           No. of strands, Straight:  32
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.99 %               Final losses: 12.76 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.460     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 12175.10    10712.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.869     Midspan    1.800   0.211     Midspan
    Pre.Top:   4.500   3.205     Midspan    3.375   2.657     Midspan
    Pre.Bot:   4.500   2.775    Transfer    3.375   2.889    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.021     Bearing
    Pre.Bot:  -0.520  -0.438     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.659     Midspan
    Pre.Bot:                                                             3.000   1.371    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
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          :       2.502            4.395            5.072
 
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  125.00
     DC  Line       0.087      0.00       0.087  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    42.50 
      0.50    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.330 ft
Release length = 126.330 ft
Design  length = 125.000 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)  : 0.724   (Calculated)    
Live Moment (1  lane  loaded)  : 0.490   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.144   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.916   (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           1520.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           989027 in4#
Ht. of c.g.           =        28.75 in             46.82 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 = 0.8127

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    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    816.4    848.1    848.1    848.1    848.1    848.1    848.1    848.1
  Yb      ,  in    28.59    28.03    28.03    27.94    27.81    27.69    27.56    27.56
  MI(Ixx) , in4   424663   431475   431627   433928   437607   441810   446537   446537
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1528.8   1558.7   1558.7   1558.7   1558.7   1558.7   1558.7   1558.7
  Yb      ,  in    46.64    46.01    46.01    45.96    45.90    45.83    45.77    45.77
  MI(Ixx) , in4   998012  1029963  1030287  1035023  1042105  1049694  1057790  1057790

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 50.53 ft from member end )
END PATTERN (Ycg = 14.40 in):
    12 @  2.000 in    12 @  4.000 in     8 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 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     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.816 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.771 ft
Holddown Force        =  29.075 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
---------------------------------------------------------------------------------------
      5056.167         740 3741.564     26.234 106249.023  1657.558     799.661        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     21.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.4167     37.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      37.6670     88.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      88.6631    104.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.9134    114.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     114.9134    119.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     119.4134    119.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     119.9550    124.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     124.9550    125.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.2050    125.4550     No
      2      US#6[M19]       60.00        0.88       3.00     125.4550    125.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.7050    125.9550     No
      2      US#6[M19]       60.00        0.88       3.00     125.9550    126.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     126.2050    126.3300     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 126.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  4.00 in
         P_init    =     1701.5 kips  Ecc = 24.75 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.751 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -7.03 ksi    0.00 ksi
    due to Composite Loads                                 -2.31 ksi    0.00 ksi
    due to Live Loads                                      -5.77 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.66 ksi  ( 7.99 %)             9.35 ksi ( 4.77 %)
Total Prestress Losses                                    25.01 ksi (12.76 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   212.3   268.5   998.3  1809.4  2371.4  2706.6  2802.0
            V     147.2   143.3   142.3   127.5   107.3    87.0    58.7    38.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   147.2   143.4   142.3   127.5   108.8    91.0    74.1    58.1
            M      -0.0   209.5   264.6   965.6  1693.1  2142.7  2336.2  2295.6
Total     : M+      0.0   548.0   693.1  2584.2  4706.4  6206.8  7103.7  7385.6
            V     293.7   284.4   281.9   246.0   196.3   146.6    88.3    38.5
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   293.7   284.4   281.9   246.1   197.8   150.5   103.6    58.1
            M      -0.0   545.2   689.2  2551.5  4590.2  5978.0  6733.3  6879.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2706.6  2371.4  1809.4   998.3   268.5   212.3     0.0
            V      58.7    87.0   107.3   127.5   142.3   143.3   147.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.1    91.0   108.8   127.5   142.3   143.4   147.2
            M    2336.2  2142.7  1693.1   965.6   264.6   209.5    -0.0
Total     : M+   7103.7  6206.8  4706.4  2584.2   693.1   548.0     0.0
            V      88.3   146.6   196.3   246.0   281.9   284.4   293.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   103.6   150.5   197.8   246.1   281.9   284.4   293.7
            M    6733.3  5978.0  4590.2  2551.5   689.2   545.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            57.1             57.1
Diaphragm               0.5              0.5
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   169.9   214.8   798.6  1447.5  1897.1  2165.3  2241.6
            V     117.8   114.7   113.8   102.0    85.8    69.6    47.0    30.8
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   117.8   114.7   113.9   102.0    87.0    72.8    59.2    46.4
            M      -0.0   167.6   211.7   772.5  1354.5  1714.2  1869.0  1836.5
Total     : M+      0.0   505.5   639.4  2384.6  4344.6  5732.5  6562.4  6825.2
            V     264.2   255.7   253.4   220.5   174.8   129.2    76.5    30.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   264.2   255.7   253.4   220.6   176.1   132.3    88.8    46.4
            M      -0.0   503.3   636.3  2358.4  4251.5  5549.5  6266.1  6420.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2165.3  1897.1  1447.5   798.6   214.8   169.9     0.0
            V      47.0    69.6    85.8   102.0   113.8   114.7   117.8
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.2    72.8    87.0   102.0   113.9   114.7   117.8
            M    1869.0  1714.2  1354.5   772.5   211.7   167.6    -0.0
Total     : M+   6562.4  5732.5  4344.6  2384.5   639.4   505.5     0.0
            V      76.5   129.2   174.8   220.5   253.4   255.7   264.2
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    88.8   132.3   176.1   220.6   253.4   255.7   264.2
            M    6266.1  5549.5  4251.5  2358.4   636.3   503.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   150.6   190.4   711.1  1298.3  1717.8  1969.4  2053.3
(Max)       V      65.7    63.3    62.6    53.1    39.8    26.6    13.3     0.0
Self wt.  : M       0.0   108.4   137.1   512.0   934.8  1236.8  1418.0  1478.4
(Min)       V      47.3    45.5    45.1    38.2    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    21.8    27.6   102.9   187.9   248.6   285.0   297.2
DC(Max)     V       9.5     9.2     9.1     7.7     5.8     3.8     1.9     0.0
DL-Prec.  : M       0.0    15.7    19.8    74.1   135.3   179.0   205.2   214.0
DC(Min)     V       6.8     6.6     6.5     5.5     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   163.6   206.9   772.6  1410.6  1866.4  2139.8  2231.0
Haunch (Max)V      71.4    68.7    68.0    57.7    43.3    28.9    14.4     0.0
Deck +    : M       0.0   117.8   149.0   556.3  1015.7  1343.8  1540.7  1606.3
Haunch (Min)V      51.4    49.5    49.0    41.6    31.2    20.8    10.4     0.0
Diaphragm : M       0.0     1.5     1.9     7.5    15.4    23.3    26.6    26.6
(Max)       V       0.6     0.6     0.6     0.6     0.6     0.6     0.0     0.0
Diaphragm : M       0.0     1.1     1.3     5.4    11.1    16.8    19.1    19.1
(Min)       V       0.4     0.4     0.4     0.4     0.4     0.4     0.0     0.0
DL-Comp   : M       0.0    53.0    67.0   250.3   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.0    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.2    48.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    15.9    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    44.4   165.7   302.6   400.3   459.0   478.5
DW(Max)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    19.2    71.8   131.1   173.5   198.9   207.4
DW(Min)     V       6.6     6.4     6.3     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   371.6   469.8  1746.9  3166.5  4150.0  4736.5  4903.6
            V     257.6   250.9   249.0   223.1   187.7   152.3   102.8    67.4
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   257.6   250.9   249.1   223.2   190.4   159.2   129.6   101.6
            M      -0.0   366.6   463.0  1689.8  2963.0  3749.7  4088.3  4017.3
Total     : M+      0.0   797.0  1008.0  3757.0  6838.2  9010.9 10309.5 10712.8
            V     443.3   429.6   425.9   373.3   300.5   227.8   140.2    67.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   443.3   429.6   425.9   373.4   303.2   234.6   167.0   101.6
            M      -0.0   792.1  1001.2  3699.8  6634.7  8610.6  9661.3  9826.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1969.4  1717.8  1298.3   711.1   190.4   150.6     0.0
(Max)       V      13.3    26.6    39.8    53.1    62.6    63.3    65.7
Self wt.  : M    1418.0  1236.8   934.8   512.0   137.1   108.4     0.0
(Min)       V       9.6    19.1    28.7    38.2    45.1    45.5    47.3
DL-Prec.  : M     285.0   248.6   187.9   102.9    27.6    21.8     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     9.1     9.2     9.5
DL-Prec.  : M     205.2   179.0   135.3    74.1    19.8    15.7     0.0
DC(Min)     V       1.4     2.8     4.2     5.5     6.5     6.6     6.8
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    2139.8  1866.4  1410.6   772.6   206.9   163.6     0.0
Haunch (Max)V      14.4    28.9    43.3    57.7    68.0    68.7    71.4
Deck +    : M    1540.7  1343.8  1015.7   556.3   149.0   117.8     0.0
Haunch (Min)V      10.4    20.8    31.2    41.6    49.0    49.5    51.4
Diaphragm : M      26.6    23.3    15.4     7.5     1.9     1.5     0.0
(Max)       V       0.0     0.6     0.6     0.6     0.6     0.6     0.6
Diaphragm : M      19.1    16.8    11.1     5.4     1.3     1.1     0.0
(Min)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
DL-Comp   : M     693.1   604.6   456.9   250.3    67.0    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.0    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    48.3    38.2     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    15.9    16.0    16.7
DL-Comp   : M     459.0   400.3   302.6   165.7    44.4    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    19.2    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.3     6.4     6.6
LL + I    : M+   4736.5  4150.0  3166.5  1746.9   469.8   371.6     0.0
            V     102.8   152.3   187.7   223.1   249.0   250.9   257.6
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   129.6   159.2   190.4   223.2   249.1   250.9   257.6
            M    4088.3  3749.7  2963.0  1689.8   463.0   366.6    -0.0
Total     : M+  10309.5  9010.9  6838.2  3757.0  1008.0   797.0     0.0
            V     140.2   227.8   300.5   373.3   425.9   429.6   443.3
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   167.0   234.6   303.2   373.4   425.9   429.6   443.3
            M    9661.3  8610.6  6634.7  3699.8  1001.2   792.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.7             65.7
Deck+Haunch            71.4             71.4
Diaphragm               0.6              0.6
DL-Prec.(DC)            9.5              9.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     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    17.4    22.0    82.3   150.3   198.9   228.0   237.7
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   130.9   165.5   618.1  1128.5  1493.1  1711.9  1784.8
Haunch (Max)V      57.1    55.0    54.4    46.2    34.6    23.1    11.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     1.2     1.5     6.0    12.3    18.6    21.2    21.2
(Max)       V       0.5     0.5     0.5     0.5     0.5     0.5     0.0     0.0
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    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     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   137.6   173.9   640.5  1142.1  1492.3  1680.5  1689.3
            V     113.3   110.7   110.0   100.1    86.8    65.6    52.4    39.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   113.3   110.7   110.0   100.1    86.8    73.5    60.3    47.0
            M       0.0   137.6   173.9   640.5  1142.1  1464.4  1607.4  1571.0
Total     : M+      0.0   473.3   598.5  2226.5  4039.1  5327.6  6077.6  6272.9
            V     259.8   251.8   249.6   218.6   175.8   125.1    81.9    39.1
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   259.8   251.8   249.6   218.6   175.8   133.0    89.8    47.0
            M       0.0   473.3   598.5  2226.5  4039.1  5299.7  6004.5  6154.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     228.0   198.9   150.3    82.3    22.0    17.4     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1711.9  1493.1  1128.5   618.1   165.5   130.9     0.0
Haunch (Max)V      11.5    23.1    34.6    46.2    54.4    55.0    57.1
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      21.2    18.6    12.3     6.0     1.5     1.2     0.0
(Max)       V       0.0     0.5     0.5     0.5     0.5     0.5     0.5
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     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
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     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1680.5  1492.3  1142.1   640.5   173.9   137.6     0.0
            V      52.4    65.6    86.8   100.1   110.0   110.7   113.3
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    60.3    73.5    86.8   100.1   110.0   110.7   113.3
            M    1607.4  1464.4  1142.1   640.5   173.9   137.6     0.0
Total     : M+   6077.6  5327.6  4039.1  2226.5   598.5   473.3     0.0
            V      81.9   125.1   175.8   218.6   249.6   251.8   259.8
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    89.8   133.0   175.8   218.6   249.6   251.8   259.8
            M    6004.5  5299.7  4039.1  2226.5   598.5   473.3     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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.021   0.080   0.145   0.191   0.217   0.226
Bottom        -0.000  -0.014  -0.017  -0.064  -0.115  -0.150  -0.169  -0.176
 
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   0.006   0.012   0.018   0.020   0.020
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.016  -0.016
 
Deck + Haunch
Precast-top   -0.000   0.127   0.161   0.599   1.089   1.432   1.630   1.700
Bottom        -0.000  -0.102  -0.129  -0.478  -0.861  -1.123  -1.268  -1.322
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.048   0.087   0.114   0.130   0.136
Precast-top   -0.000   0.008   0.011   0.040   0.072   0.095   0.108   0.113
Bottom        -0.000  -0.023  -0.029  -0.107  -0.193  -0.253  -0.288  -0.300
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.026   0.048   0.063   0.072   0.075
Precast-top   -0.000   0.005   0.006   0.022   0.040   0.052   0.060   0.062
Bottom        -0.000  -0.013  -0.016  -0.059  -0.107  -0.140  -0.159  -0.166
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.238   0.429   0.560   0.636   0.658
Precast-top   -0.000   0.042   0.053   0.197   0.356   0.465   0.529   0.548
Bottom        -0.000  -0.114  -0.144  -0.532  -0.956  -1.243  -1.405  -1.455
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.084   0.312   0.564   0.737   0.838   0.869 
Precast-top    0.021   0.354   0.423   1.309   2.243   2.817   3.037   3.205 
Bottom         0.723   2.775   2.691   1.620   0.485  -0.232  -0.550  -0.729 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.020   0.074   0.135   0.177   0.202   0.211 
Precast-top    0.021   0.312   0.370   1.112   1.887   2.352   2.508   2.657 
Bottom         0.723   2.889   2.835   2.152   1.441   1.011   0.855   0.725 
 

 
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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 
 
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 = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.017   0.021   0.080   0.145   0.191   0.217   0.226
Bottom        -0.000  -0.014  -0.017  -0.064  -0.115  -0.150  -0.169  -0.176
 
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   0.006   0.012   0.018   0.020   0.020
Bottom        -0.000  -0.001  -0.001  -0.005  -0.009  -0.014  -0.016  -0.016
 
Deck + Haunch
Precast-top   -0.000   0.127   0.161   0.599   1.089   1.432   1.630   1.700
Bottom        -0.000  -0.102  -0.129  -0.478  -0.861  -1.123  -1.268  -1.322
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.048   0.087   0.114   0.130   0.136
Precast-top   -0.000   0.008   0.011   0.040   0.072   0.095   0.108   0.113
Bottom        -0.000  -0.023  -0.029  -0.107  -0.193  -0.253  -0.288  -0.300
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.026   0.048   0.063   0.072   0.075
Precast-top   -0.000   0.005   0.006   0.022   0.040   0.052   0.060   0.062
Bottom        -0.000  -0.013  -0.016  -0.059  -0.107  -0.140  -0.159  -0.166
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.190   0.343   0.448   0.509   0.527
Precast-top   -0.000   0.034   0.043   0.158   0.285   0.372   0.423   0.438
Bottom        -0.000  -0.091  -0.115  -0.426  -0.765  -0.994  -1.124  -1.164
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.056   0.071   0.264   0.478   0.625   0.711   0.737 
Precast-top    0.021   0.345   0.412   1.270   2.172   2.724   2.931   3.096 
Bottom         0.723   2.798   2.720   1.727   0.676   0.017  -0.269  -0.438 
 

 
 
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   11.97   24.60   37.23   49.87   62.50
F_LL+I(+)
Topping-top   -0.000   0.033   0.042   0.153   0.271   0.352   0.395   0.397
Precast-top   -0.000   0.027   0.034   0.127   0.225   0.293   0.328   0.330
Bottom        -0.000  -0.074  -0.093  -0.341  -0.604  -0.782  -0.873  -0.877
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.051   0.190   0.338   0.441   0.496   0.502 
Precast-top    0.011   0.183   0.219   0.683   1.168   1.469   1.582   1.659 
Bottom         0.361   1.371   1.324   0.735   0.117  -0.276  -0.445  -0.514 
 

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
    443.3    6.5   67.5    1.008   5.6   6.00e-3 50.0    453.9     1.614    3.520      0.00
      0.0    0.9   67.1     41.9 0.149      32.9 0.87    12.00     0.113    1.671 
Transfer:   3.00
    429.6    6.5   67.5    4.547  25.4  -0.01e-3 29.0    273.3     0.462    1.760      0.00
    792.1    4.0   65.5    189.0 0.141     178.6 4.84    12.00     0.113    1.726 
Critical:   6.10
    411.4    6.5   67.5    5.395  25.4  -0.06e-3 28.8    247.4     0.417    1.760      0.00
   1746.2    4.6   65.2    189.0 0.136     184.3 5.03    12.00     0.113    1.793 
0.1L    :  12.63
    373.4    6.5   67.5    6.944  25.4  -0.07e-3 28.8    206.2     0.351    0.620      0.00
   3699.8    6.0   64.5    189.0 0.124     183.3 5.05    24.00     0.113    1.381 
0.2L    :  25.27
    303.2    6.5   62.0    8.680  25.4  -0.00e-3 29.0    151.6     0.284    0.496      0.00
   6634.7    6.0   59.0    189.0 0.108     159.9 4.81    24.00     0.113    1.335 
0.3L    :  37.90
    234.6    6.5   64.6    8.680  25.4   0.99e-3 32.5    139.7     0.288    0.413      0.00
   8610.6    6.0   61.6    189.0 0.078      95.5 2.75    24.00     0.113    1.232 
0.4L    :  50.53
    167.0    6.5   67.2    8.680   0.0   1.34e-3 33.7     99.0     0.205    0.413      0.00
   9661.3    6.0   64.2    189.0 0.059      86.6 2.39    24.00     0.113    1.540 
0.5L    :  63.17
    101.6    6.5   67.2    8.680   0.0   1.20e-3 33.2     21.6     0.113    0.413      0.00
   9826.5    6.0   64.2    189.0 0.036      91.3 2.53    24.00     0.113    2.606 
0.6L    :  75.80
    167.0    6.5   67.2    8.680   0.0   1.34e-3 33.7     99.0     0.205    0.413      0.00
   9661.3    6.0   64.2    189.0 0.059      86.6 2.39    24.00     0.113    1.540 
0.7L    :  88.43
    234.6    6.5   64.6    8.680  25.4   0.99e-3 32.5    139.7     0.288    0.413      0.00
   8610.6    6.0   61.6    189.0 0.078      95.5 2.75    24.00     0.113    1.232 
0.8L    : 101.06
    303.2    6.5   62.0    8.680  25.4  -0.00e-3 29.0    151.6     0.284    0.496      0.00
   6634.7    6.0   59.0    189.0 0.108     159.9 4.81    24.00     0.113    1.335 
0.9L    : 113.70
    373.4    6.5   67.5    6.944  25.4  -0.07e-3 28.8    206.2     0.351    0.620      0.00
   3699.8    6.0   64.5    189.0 0.124     183.3 5.05    24.00     0.113    1.381 
Critical: 120.23
    411.4    6.5   67.5    5.395  25.4  -0.06e-3 28.8    247.4     0.417    1.760      0.00
   1746.2    4.6   65.2    189.0 0.136     184.3 5.03    12.00     0.113    1.793 
Transfer: 123.33
    429.6    6.5   67.5    4.547  25.4  -0.01e-3 29.0    273.3     0.462    1.760      0.00
    792.1    4.0   65.5    189.0 0.141     178.6 4.84    12.00     0.113    1.726 
Bearing : 125.67
    443.3    6.5   67.5    1.008   5.6   6.00e-3 50.0    453.9     1.614    3.520      0.00
      0.0    0.9   67.1     41.9 0.149      32.9 0.87    12.00     0.113    1.671 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.40
 
 
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
    443.3      7.35     67.50    0.90       67.05    24.00      0.300      1.699      0.000      3.520 
Transfer:      2.33
    429.6      7.29     67.50    3.97       65.51    24.00      0.300      1.679      0.000      1.760 
Critical:      5.43
    411.6      7.02     67.50    4.64       65.18    24.00      0.300      1.589      0.000      1.760 
0.1L    :     11.97
    373.4      6.43     67.50    6.00       64.50    24.00      0.300      1.394      0.000      0.620 
0.2L    :     24.60
    303.2      5.71     62.05    6.01       59.04    24.00      0.300      1.152      0.000      0.496 
0.3L    :     37.23
    234.6      4.23     64.65    6.02       61.64    24.00      0.300      0.660      0.000      0.413 
0.4L    :     49.87
    167.0      2.89     67.25    6.03       64.24    24.00      0.300      0.213      0.000      0.413 
0.5L    :     62.50
    101.6      1.76     67.25    6.03       64.24    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    167.0      2.89     67.25    6.03       64.24    24.00      0.300      0.213      0.000      0.413 
0.7L    :     87.77
    234.6      4.23     64.65    6.02       61.64    24.00      0.300      0.660      0.000      0.413 
0.8L    :    100.40
    303.2      5.71     62.05    6.01       59.04    24.00      0.300      1.152      0.000      0.496 
0.9L    :    113.03
    373.4      6.43     67.50    6.00       64.50    24.00      0.300      1.394      0.000      0.620 
Critical:    119.57
    411.6      7.02     67.50    4.64       65.18    24.00      0.300      1.589      0.000      1.760 
Transfer:    122.67
    429.6      7.29     67.50    3.97       65.51    24.00      0.300      1.679      0.000      1.760 
Bearing :    125.00
    443.3      7.35     67.50    0.90       67.05    24.00      0.300      1.699      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.97 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
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          :       0.948            1.671            1.945
 
At 0.2 x L = 24.60 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
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          :       1.652            2.908            3.373
 
At 0.3 x L = 37.23 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
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          :       2.133            3.752            4.339
 
At 0.4 x L = 49.87 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
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          :       2.398            4.214            4.866
 
At 0.5 x L = 62.50 ft
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
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          :       2.502            4.395            5.072
 
At 0.6 x L = 75.13 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
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          :       2.398            4.214            4.866
 
At 0.7 x L = 87.77 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
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          :       2.133            3.752            4.339
 
At 0.8 x L = 100.40 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
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          :       1.652            2.908            3.373
 
At 0.9 x L = 113.03 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
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          :       0.948            1.671            1.945
 

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
   797.0    57.5  5.683  263.9    4.7   3.97   6933.2  0.041T 1.00       -       -     -     -  
H/2     :   2.97
  1008.0    57.6  5.899  263.6    4.8   4.12   7197.5  0.040T 1.00       -       -     -     -  
0.1L    :  11.97
  3757.0    59.4  8.680  261.0    7.1   6.00  10657.7  0.026T 1.00   8218.3  4996.8    1.30    -  
0.2L    :  24.60
  6838.2    62.0  8.680  261.4    7.1   6.01  11163.3  0.026T 1.00   8278.6  8278.6    1.35    -  
0.3L    :  37.23
  9010.9    64.6  8.680  261.7    7.1   6.02  11669.1  0.026T 1.00   8482.4  8482.4    1.38    -  
0.4L    :  49.87
 10309.5    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8825.4  8825.4    1.38    -  
0.5L    :  62.50
 10712.8    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8761.5  8761.5    1.39    -  
0.6L    :  75.13
 10309.5    67.2  8.680  262.0    7.1   6.03  12175.1  0.026T 1.00   8825.4  8825.4    1.38    -  
0.7L    :  87.77
  9010.9    64.6  8.680  261.7    7.1   6.02  11669.1  0.026T 1.00   8482.4  8482.4    1.38    -  
0.8L    : 100.40
  6838.2    62.0  8.680  261.4    7.1   6.01  11163.3  0.026T 1.00   8278.6  8278.6    1.35    -  
0.9L    : 113.03
  3757.0    59.4  8.680  261.0    7.1   6.00  10657.7  0.026T 1.00   8218.3  4996.8    1.30    -  
H/2     : 122.03
  1008.0    57.6  5.899  263.6    4.8   4.12   7197.5  0.040T 1.00       -       -     -     -  
Transfer: 122.67
   797.0    57.5  5.683  263.9    4.7   3.97   6933.2  0.041T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.123
 
  2   2 E  60.00 Ft     0.372
        M   8.00 Fb     0.063
 
  3   2 E  58.00 Ft     0.657
        M   6.00 Fb     0.015
 
  4   2 E  56.00 Ft     0.929
        M   4.00 Fb    -0.022
 
  5   2 E  54.00 Ft     1.187
        M   2.00 Fb    -0.048
 
  6   2 E   6.00 Ft     1.136
        M   6.00 Fb     0.174
 
  7   2 E   6.00 Ft     1.084
        M   6.00 Fb     0.396
 
  8   2 E   6.00 Ft     1.033
        M   6.00 Fb     0.618
 
  9   2 E   6.00 Ft     0.981
        M   6.00 Fb     0.840
 
 10   2 E   4.00 Ft     0.916
        M   4.00 Fb     1.073
 
 11   2 E   4.00 Ft     0.850
        M   4.00 Fb     1.306
 
 12   2 E   4.00 Ft     0.785
        M   4.00 Fb     1.539
 
 13   2 E   4.00 Ft     0.719
        M   4.00 Fb     1.773
 
 14   2 E   4.00 Ft     0.654
        M   4.00 Fb     2.006
 
 15   2 E   4.00 Ft     0.589
        M   4.00 Fb     2.239
 
 16   2 E   2.00 Ft     0.510
        M   2.00 Fb     2.483
 
 17   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.727
 
 18   2 E   2.00 Ft     0.351
        M   2.00 Fb     2.971
 
 19   2 E   2.00 Ft     0.272
        M   2.00 Fb     3.216
 
 20   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.460
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   8           No. of strands, Straight:  32
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.99 %               Final losses: 12.76 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.460     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 12175.10    10712.75     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                   0.00 %       0.00 %               OK
      Max. Debond Total                     0.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.869     Midspan    1.800   0.211     Midspan
    Pre.Top:   4.500   3.205     Midspan    3.375   2.657     Midspan
    Pre.Bot:   4.500   2.775    Transfer    3.375   2.889    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.021     Bearing
    Pre.Bot:  -0.520  -0.438     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.659     Midspan
    Pre.Bot:                                                             3.000   1.371    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
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          :       2.502            4.395            5.072
 
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  125.00
     DC  Line       0.076      0.00       0.076  125.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    42.50 
      0.25    82.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 126.330 ft
Release length = 126.330 ft
Design  length = 125.000 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)  : 0.709   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.910   (Calculated)    
Live Shear  (1  lane  loaded)  : 1.002   (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           1435.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           950567 in4#
Ht. of c.g.           =        28.75 in             45.61 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 = 0.8127

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    11.97    24.60    37.23    49.87    62.50
 
Precast: (At Release, using Ec =  5007.5 ksi )
  Area    , in2    816.4    848.1    848.1    848.1    848.1    848.1    848.1    848.1
  Yb      ,  in    28.59    28.03    28.03    27.94    27.81    27.69    27.56    27.56
  MI(Ixx) , in4   424663   431475   431627   433928   437607   441810   446537   446537
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1443.8   1473.7   1473.7   1473.7   1473.7   1473.7   1473.7   1473.7
  Yb      ,  in    45.42    44.78    44.77    44.73    44.66    44.59    44.52    44.52
  MI(Ixx) , in4   958890   988487   988798   993358  1000193  1007534  1015382  1015382

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.50  ksi   
  Elasticity         =     5007.5 ksi   
  Max comp           =       4.23 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.61 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  40 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 50.53 ft from member end )
END PATTERN (Ycg = 14.40 in):
    12 @  2.000 in    12 @  4.000 in     8 @  6.000 in     2 @ 54.000 in
     2 @ 56.000 in     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 4.00 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @  8.000 in
(B) Straight:
    12 @  2.000 in    12 @  4.000 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     =    8.68 in2      Initial Pull          =     1701.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.732 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.665 ft
Holddown Force        =  29.075 kips     Beam Shrtng (PL/AE)   =      0.607 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)       
---------------------------------------------------------------------------------------
      5056.167         740 3741.564     26.234 106249.023  1657.558     799.661        
 
 
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       3.00       0.1250      0.3750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.3750      0.6250     No
      2      US#6[M19]       60.00        0.88       3.00       0.6250      0.8750    Yes
      2      US#6[M19]       60.00        0.88       3.00       0.8750      1.1250     No
      2      US#6[M19]       60.00        0.88       3.00       1.1250      1.3750    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.3750      6.3750    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.3750      6.9167    Yes
      2      US#5[M16]       60.00        0.62       9.00       6.9167     11.4167    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.4167     21.4167    Yes
      2      US#5[M16]       60.00        0.62      15.00      21.4167     37.6670    Yes
      2      US#5[M16]       60.00        0.62      18.00      37.6670     88.6631    Yes
      2      US#5[M16]       60.00        0.62      15.00      88.6631    104.9134    Yes
      2      US#5[M16]       60.00        0.62      12.00     104.9134    114.9134    Yes
      2      US#5[M16]       60.00        0.62       9.00     114.9134    119.4134    Yes
      2      US#6[M19]       60.00        0.88       6.50     119.4134    119.9550    Yes
      2      US#6[M19]       60.00        0.88       6.00     119.9550    124.9550    Yes
      2      US#6[M19]       60.00        0.88       3.00     124.9550    125.2050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.2050    125.4550     No
      2      US#6[M19]       60.00        0.88       3.00     125.4550    125.7050    Yes
      2      US#6[M19]       60.00        0.88       3.00     125.7050    125.9550     No
      2      US#6[M19]       60.00        0.88       3.00     125.9550    126.2050    Yes
      2      US#6[M19]       60.00        0.88       1.50     126.2050    126.3300     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 126.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 8.6800 in2       Ycg =  4.00 in
         P_init    =     1701.5 kips  Ecc = 24.75 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   5008 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.66 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.751 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.19 ksi    0.00 ksi
    due to Composite Loads                                 -2.33 ksi    0.00 ksi
    due to Live Loads                                      -6.44 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                         8.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.66 ksi  ( 7.99 %)             9.49 ksi ( 4.84 %)
Total Prestress Losses                                    25.15 ksi (12.83 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 170.9 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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    15.9    20.1    75.2   137.3   181.6   208.3   217.1
DC(Max)     V       6.9     6.7     6.6     5.6     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
Deck +    : M       0.0   115.3   145.8   544.4   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   234.6   296.7  1103.1  1999.4  2620.4  2990.8  3096.2
            V     128.9   125.5   124.6   111.6    93.9    76.2    51.4    33.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   128.9   125.5   124.6   111.7    95.3    79.6    64.8    50.8
            M      -0.0   231.5   292.4  1067.0  1870.9  2367.7  2581.5  2536.6
Total     : M+      0.0   552.6   698.9  2605.2  4742.7  6251.2  7153.4  7435.7
            V     267.7   259.1   256.8   223.9   178.2   132.5    79.4    33.7
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   267.7   259.1   256.8   223.9   179.5   135.9    92.8    50.8
            M      -0.0   549.5   694.6  2569.1  4614.2  5998.4  6744.1  6876.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     208.3   181.6   137.3    75.2    20.1    15.9     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1507.7  1315.0   993.9   544.4   145.8   115.3     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.4    50.3
Diaphragm : M      10.6     9.3     6.2     3.0     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2990.8  2620.4  1999.4  1103.1   296.7   234.6     0.0
            V      51.4    76.2    93.9   111.6   124.6   125.5   128.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.8    79.6    95.3   111.7   124.6   125.5   128.9
            M    2581.5  2367.7  1870.9  1067.0   292.4   231.5    -0.0
Total     : M+   7153.4  6251.2  4742.7  2605.2   698.9   552.6     0.0
            V      79.4   132.5   178.2   223.9   256.8   259.1   267.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.8   135.9   179.5   223.9   256.8   259.1   267.7
            M    6744.1  5998.4  4614.2  2569.1   694.6   549.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               52.6             52.6
Deck+Haunch            50.3             50.3
Diaphragm               0.3              0.3
DL-Prec.(DC)            6.9              6.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           92.5             92.5
DL-Comp.(DW)           51.0             51.0
Live                  106.6            106.6
        Truck          66.6             66.6
        Lane           40.0             40.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     0.0
DL-Prec.  : M       0.0    15.9    20.1    75.2   137.3   181.6   208.3   217.1
DC(Max)     V       6.9     6.7     6.6     5.6     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
Deck +    : M       0.0   115.3   145.8   544.4   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    47.9    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
DL-Comp   : M       0.0    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     0.0
LL + I    : M+      0.0   187.7   237.3   882.5  1599.5  2096.3  2392.6  2477.0
            V     103.1   100.4    99.7    89.3    75.1    61.0    41.1    27.0
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   103.1   100.4    99.7    89.3    76.2    63.7    51.9    40.7
            M      -0.0   185.2   233.9   853.6  1496.7  1894.1  2065.2  2029.3
Total     : M+      0.0   505.7   639.5  2384.6  4342.8  5727.1  6555.2  6816.5
            V     241.9   234.0   231.9   201.5   159.4   117.2    69.1    27.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   241.9   234.0   231.9   201.6   160.5   120.0    79.9    40.7
            M      -0.0   503.2   636.1  2355.7  4240.0  5524.9  6227.8  6368.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
DL-Prec.  : M     208.3   181.6   137.3    75.2    20.1    15.9     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1507.7  1315.0   993.9   544.4   145.8   115.3     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.4    50.3
Diaphragm : M      10.6     9.3     6.2     3.0     0.7     0.6     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
DL-Comp   : M     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
LL + I    : M+   2392.6  2096.3  1599.5   882.5   237.3   187.7     0.0
            V      41.1    61.0    75.1    89.3    99.7   100.4   103.1
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    51.9    63.7    76.2    89.3    99.7   100.4   103.1
            M    2065.2  1894.1  1496.7   853.6   233.9   185.2    -0.0
Total     : M+   6555.2  5727.1  4342.8  2384.6   639.5   505.7     0.0
            V      69.1   117.2   159.4   201.5   231.9   234.0   241.9
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    79.9   120.0   160.5   201.6   231.9   234.0   241.9
            M    6227.8  5524.9  4240.0  2355.7   636.1   503.2    -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   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   150.6   190.4   711.1  1298.3  1717.8  1969.4  2053.3
(Max)       V      65.7    63.3    62.6    53.1    39.8    26.6    13.3     0.0
Self wt.  : M       0.0   108.4   137.1   512.0   934.8  1236.8  1418.0  1478.4
(Min)       V      47.3    45.5    45.1    38.2    28.7    19.1     9.6     0.0
DL-Prec.  : M       0.0    19.9    25.2    94.0   171.6   227.1   260.3   271.4
DC(Max)     V       8.7     8.4     8.3     7.0     5.3     3.5     1.8     0.0
DL-Prec.  : M       0.0    14.3    18.1    67.7   123.6   163.5   187.4   195.4
DC(Min)     V       6.3     6.0     6.0     5.1     3.8     2.5     1.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   144.1   182.2   680.5  1242.4  1643.8  1884.6  1964.9
Haunch (Max)V      62.9    60.5    59.9    50.8    38.1    25.4    12.7     0.0
Deck +    : M       0.0   103.7   131.2   489.9   894.5  1183.5  1356.9  1414.7
Haunch (Min)V      45.3    43.6    43.1    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.9     3.7     7.7    11.6    13.3    13.3
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
Diaphragm : M       0.0     0.5     0.7     2.7     5.5     8.4     9.6     9.6
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.0     0.0
DL-Comp   : M       0.0    53.0    67.0   250.3   456.9   604.6   693.1   722.7
DC(Max)     V      23.1    22.3    22.0    18.7    14.0     9.3     4.7     0.0
DL-Comp   : M       0.0    38.2    48.3   180.2   329.0   435.3   499.1   520.3
DC(Min)     V      16.7    16.0    15.9    13.5    10.1     6.7     3.4     0.0
DL-Comp   : M       0.0    35.1    44.4   165.7   302.6   400.3   459.0   478.5
DW(Max)     V      15.3    14.7    14.6    12.4     9.3     6.2     3.1     0.0
DL-Comp   : M       0.0    15.2    19.2    71.8   131.1   173.5   198.9   207.4
DW(Min)     V       6.6     6.4     6.3     5.4     4.0     2.7     1.3     0.0
LL + I    : M+      0.0   410.6   519.2  1930.4  3498.9  4585.8  5233.9  5418.4
            V     225.5   219.6   218.0   195.3   164.3   133.4    90.0    59.0
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   225.5   219.7   218.1   195.4   166.7   139.4   113.5    89.0
            M      -0.0   405.1   511.7  1867.2  3274.1  4143.4  4517.6  4439.1
Total     : M+      0.0   813.9  1029.3  3835.6  6978.5  9190.9 10513.6 10922.5
            V     401.6   389.1   385.7   337.7   271.2   204.7   125.5    59.0
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   401.6   389.1   385.7   337.8   273.6   210.7   149.0    89.0
            M      -0.0   808.5  1021.8  3772.5  6753.6  8748.5  9797.4  9943.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1969.4  1717.8  1298.3   711.1   190.4   150.6     0.0
(Max)       V      13.3    26.6    39.8    53.1    62.6    63.3    65.7
Self wt.  : M    1418.0  1236.8   934.8   512.0   137.1   108.4     0.0
(Min)       V       9.6    19.1    28.7    38.2    45.1    45.5    47.3
DL-Prec.  : M     260.3   227.1   171.6    94.0    25.2    19.9     0.0
DC(Max)     V       1.8     3.5     5.3     7.0     8.3     8.4     8.7
DL-Prec.  : M     187.4   163.5   123.6    67.7    18.1    14.3     0.0
DC(Min)     V       1.3     2.5     3.8     5.1     6.0     6.0     6.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1884.6  1643.8  1242.4   680.5   182.2   144.1     0.0
Haunch (Max)V      12.7    25.4    38.1    50.8    59.9    60.5    62.9
Deck +    : M    1356.9  1183.5   894.5   489.9   131.2   103.7     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    43.1    43.6    45.3
Diaphragm : M      13.3    11.6     7.7     3.7     0.9     0.7     0.0
(Max)       V       0.0     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.6     8.4     5.5     2.7     0.7     0.5     0.0
(Min)       V       0.0     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     693.1   604.6   456.9   250.3    67.0    53.0     0.0
DC(Max)     V       4.7     9.3    14.0    18.7    22.0    22.3    23.1
DL-Comp   : M     499.1   435.3   329.0   180.2    48.3    38.2     0.0
DC(Min)     V       3.4     6.7    10.1    13.5    15.9    16.0    16.7
DL-Comp   : M     459.0   400.3   302.6   165.7    44.4    35.1     0.0
DW(Max)     V       3.1     6.2     9.3    12.4    14.6    14.7    15.3
DL-Comp   : M     198.9   173.5   131.1    71.8    19.2    15.2     0.0
DW(Min)     V       1.3     2.7     4.0     5.4     6.3     6.4     6.6
LL + I    : M+   5233.9  4585.8  3498.9  1930.4   519.2   410.6     0.0
            V      90.0   133.4   164.3   195.3   218.0   219.6   225.5
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   113.5   139.4   166.7   195.4   218.1   219.7   225.5
            M    4517.6  4143.4  3274.1  1867.2   511.7   405.1    -0.0
Total     : M+  10513.6  9190.9  6978.5  3835.6  1029.3   813.9     0.0
            V     125.5   204.7   271.2   337.7   385.7   389.1   401.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   149.0   210.7   273.6   337.8   385.7   389.1   401.6
            M    9797.4  8748.5  6753.6  3772.4  1021.8   808.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               65.7             65.7
Deck+Haunch            62.9             62.9
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.7              8.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          115.6            115.6
DL-Comp.(DW)           76.6             76.6
Live                  186.6            186.6
        Truck         116.6            116.6
        Lane           70.0             70.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   11.97   24.60   37.23   49.87   62.50
Self wt.  : M       0.0   120.4   152.3   568.9  1038.7  1374.2  1575.5  1642.7
(Max)       V      52.6    50.6    50.1    42.5    31.9    21.2    10.6     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    15.9    20.1    75.2   137.3   181.6   208.3   217.1
DC(Max)     V       6.9     6.7     6.6     5.6     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
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   115.3   145.8   544.4   993.9  1315.0  1507.7  1571.9
Haunch (Max)V      50.3    48.4    47.9    40.7    30.5    20.3    10.2     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.6     0.7     3.0     6.2     9.3    10.6    10.6
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.0     0.0
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    42.4    53.6   200.2   365.5   483.6   554.5   578.1
DC(Max)     V      18.5    17.8    17.6    15.0    11.2     7.5     3.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    23.4    29.6   110.5   201.7   266.9   306.0   319.0
DW(Max)     V      10.2     9.8     9.7     8.3     6.2     4.1     2.1     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   224.8   284.1  1046.4  1865.8  2437.9  2745.2  2759.7
            V     124.0   121.2   120.4   109.5    95.0    71.8    57.3    42.8
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   124.0   121.2   120.4   109.5    95.0    80.5    66.0    51.4
            M       0.0   224.8   284.1  1046.4  1865.8  2392.2  2625.8  2566.5
Total     : M+      0.0   542.8   686.3  2548.5  4609.0  6068.6  6907.8  7099.2
            V     262.8   254.8   252.6   221.8   179.2   128.1    85.3    42.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   262.8   254.8   252.6   221.8   179.2   136.7    94.0    51.4
            M       0.0   542.8   686.3  2548.5  4609.0  6023.0  6788.4  6905.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    75.13   87.77  100.40  113.03  122.03  122.67  125.00
Self wt.  : M    1575.5  1374.2  1038.7   568.9   152.3   120.4     0.0
(Max)       V      10.6    21.2    31.9    42.5    50.1    50.6    52.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     208.3   181.6   137.3    75.2    20.1    15.9     0.0
DC(Max)     V       1.4     2.8     4.2     5.6     6.6     6.7     6.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1507.7  1315.0   993.9   544.4   145.8   115.3     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.9    48.4    50.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M      10.6     9.3     6.2     3.0     0.7     0.6     0.0
(Max)       V       0.0     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     554.5   483.6   365.5   200.2    53.6    42.4     0.0
DC(Max)     V       3.7     7.5    11.2    15.0    17.6    17.8    18.5
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     306.0   266.9   201.7   110.5    29.6    23.4     0.0
DW(Max)     V       2.1     4.1     6.2     8.3     9.7     9.8    10.2
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   2745.2  2437.9  1865.8  1046.4   284.1   224.8     0.0
            V      57.3    71.8    95.0   109.5   120.4   121.2   124.0
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    66.0    80.5    95.0   109.5   120.4   121.2   124.0
            M    2625.8  2392.2  1865.8  1046.4   284.1   224.8     0.0
Total     : M+   6907.8  6068.6  4609.0  2548.5   686.3   542.8     0.0
            V      85.3   128.1   179.2   221.8   252.6   254.8   262.8
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    94.0   136.7   179.2   221.8   252.6   254.8   262.8
            M    6788.4  6023.0  4609.0  2548.5   686.3   542.8     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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.020   0.073   0.132   0.174   0.198   0.207
Bottom        -0.000  -0.012  -0.016  -0.058  -0.105  -0.137  -0.154  -0.161
 
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   0.003   0.006   0.009   0.010   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.008  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.112   0.142   0.528   0.959   1.261   1.436   1.497
Bottom        -0.000  -0.090  -0.114  -0.421  -0.758  -0.989  -1.117  -1.164
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.052   0.095   0.125   0.142   0.148
Precast-top   -0.000   0.009   0.012   0.044   0.080   0.106   0.121   0.126
Bottom        -0.000  -0.023  -0.029  -0.108  -0.196  -0.257  -0.292  -0.304
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.029   0.052   0.069   0.079   0.082
Precast-top   -0.000   0.005   0.007   0.024   0.044   0.059   0.067   0.070
Bottom        -0.000  -0.013  -0.016  -0.060  -0.108  -0.142  -0.161  -0.168
 
LL+I(+)
Topping-top   -0.000   0.061   0.077   0.287   0.518   0.676   0.768   0.795
Precast-top   -0.000   0.052   0.066   0.244   0.440   0.575   0.653   0.676
Bottom        -0.000  -0.128  -0.161  -0.596  -1.071  -1.392  -1.574  -1.629
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.078   0.099   0.368   0.665   0.870   0.989   1.025 
Precast-top    0.021   0.348   0.416   1.281   2.192   2.748   2.957   3.122 
Bottom         0.723   2.775   2.691   1.619   0.483  -0.232  -0.551  -0.729 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.022   0.081   0.147   0.194   0.221   0.230 
Precast-top    0.021   0.296   0.350   1.038   1.752   2.173   2.304   2.445 
Bottom         0.723   2.902   2.852   2.215   1.554   1.159   1.023   0.900 
 

 
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   12.63   25.27   37.90   50.53   63.17
 
Beam-Self
Precast-top    0.151   0.586   1.036   1.352   1.534   1.598 
Bottom        -0.121  -0.467  -0.819  -1.060  -1.193  -1.243 
 
Prestress
Precast-top    0.041  -0.212  -0.540  -0.862  -1.175  -1.175 
Bottom         3.581   3.774   4.019   4.254   4.481   4.481 
 
Total
Precast-top    0.193   0.373   0.496   0.490   0.359   0.422 
Bottom         3.460   3.307   3.200   3.195   3.288   3.238 
 
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 = 12.47 %)
             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   11.97   24.60   37.23   49.87   62.50
 
Prestress
Precast-top    0.021   0.036   0.021  -0.186  -0.473  -0.754  -1.029  -1.029
Bottom         0.723   3.135   3.146   3.303   3.517   3.724   3.922   3.922
 
Self wt.
Precast-top   -0.000   0.117   0.148   0.552   1.002   1.318   1.500   1.564
Bottom        -0.000  -0.094  -0.119  -0.439  -0.792  -1.033  -1.167  -1.217
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.020   0.073   0.132   0.174   0.198   0.207
Bottom        -0.000  -0.012  -0.016  -0.058  -0.105  -0.137  -0.154  -0.161
 
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   0.003   0.006   0.009   0.010   0.010
Bottom        -0.000  -0.000  -0.001  -0.002  -0.005  -0.007  -0.008  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.112   0.142   0.528   0.959   1.261   1.436   1.497
Bottom        -0.000  -0.090  -0.114  -0.421  -0.758  -0.989  -1.117  -1.164
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.014   0.052   0.095   0.125   0.142   0.148
Precast-top   -0.000   0.009   0.012   0.044   0.080   0.106   0.121   0.126
Bottom        -0.000  -0.023  -0.029  -0.108  -0.196  -0.257  -0.292  -0.304
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.008   0.029   0.052   0.069   0.079   0.082
Precast-top   -0.000   0.005   0.007   0.024   0.044   0.059   0.067   0.070
Bottom        -0.000  -0.013  -0.016  -0.060  -0.108  -0.142  -0.161  -0.168
 
LL+I(+)
Topping-top   -0.000   0.049   0.062   0.230   0.415   0.541   0.614   0.636
Precast-top   -0.000   0.042   0.052   0.195   0.352   0.460   0.522   0.541
Bottom        -0.000  -0.102  -0.129  -0.477  -0.857  -1.113  -1.259  -1.303
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.066   0.084   0.311   0.562   0.735   0.835   0.866 
Precast-top    0.021   0.338   0.403   1.233   2.104   2.633   2.826   2.986 
Bottom         0.723   2.800   2.723   1.738   0.697   0.046  -0.236  -0.403 
 

 
 
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   11.97   24.60   37.23   49.87   62.50
F_LL+I(+)
Topping-top   -0.000   0.059   0.074   0.272   0.484   0.629   0.705   0.708
Precast-top   -0.000   0.050   0.063   0.231   0.411   0.535   0.599   0.603
Bottom        -0.000  -0.122  -0.154  -0.565  -1.000  -1.295  -1.444  -1.452
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.067   0.085   0.313   0.557   0.726   0.815   0.824 
Precast-top    0.011   0.198   0.238   0.750   1.286   1.621   1.751   1.825 
Bottom         0.361   1.329   1.272   0.542  -0.223  -0.715  -0.933  -1.002 
 

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
    401.6    6.5   67.5    1.012   5.6   6.00e-3 50.0    407.6     1.450    3.520      0.00
      0.0    1.0   67.0     41.9 0.135      32.9 0.87    12.00     0.113    1.842 
Transfer:   3.00
    389.1    6.5   67.5    4.565  25.4  -0.03e-3 28.9    226.0     0.382    1.760      0.00
    808.5    4.5   65.2    189.0 0.128     180.9 4.93    12.00     0.113    1.898 
Critical:   6.07
    372.6    6.5   67.5    5.408  25.4  -0.08e-3 28.7    201.7     0.341    1.760      0.00
   1773.9    5.3   64.9    189.0 0.123     186.9 5.12    24.00     0.113    1.971 
0.1L    :  12.63
    337.8    6.5   67.5    6.944  25.4  -0.07e-3 28.7    166.6     0.285    0.620      0.00
   3772.5    6.8   64.1    189.0 0.112     183.3 5.08    24.00     0.113    1.522 
0.2L    :  25.27
    273.6    6.5   62.0    8.680  25.4  -0.00e-3 29.0    119.8     0.226    0.496      0.00
   6753.6    6.8   58.6    189.0 0.097     158.7 4.81    24.00     0.113    1.469 
0.3L    :  37.90
    210.7    6.5   64.6    8.680  25.4   1.05e-3 32.7    116.1     0.243    0.413      0.00
   8748.5    6.8   61.2    189.0 0.070      92.6 2.69    24.00     0.113    1.347 
0.4L    :  50.53
    149.0    6.5   67.2    8.680   0.0   1.42e-3 34.0     81.9     0.173    0.413      0.00
   9797.4    6.8   63.8    189.0 0.053      83.6 2.33    24.00     0.113    1.689 
0.5L    :  63.17
     89.0    6.5   67.2    8.680   0.0   1.28e-3 33.5     11.0     0.113    0.413      0.00
   9943.2    6.8   63.8    189.0 0.032      87.8 2.45    24.00     0.113    2.905 
0.6L    :  75.80
    149.0    6.5   67.2    8.680   0.0   1.42e-3 34.0     81.9     0.173    0.413      0.00
   9797.4    6.8   63.8    189.0 0.053      83.6 2.33    24.00     0.113    1.689 
0.7L    :  88.43
    210.7    6.5   64.6    8.680  25.4   1.05e-3 32.7    116.1     0.243    0.413      0.00
   8748.5    6.8   61.2    189.0 0.070      92.6 2.69    24.00     0.113    1.347 
0.8L    : 101.06
    273.6    6.5   62.0    8.680  25.4  -0.00e-3 29.0    119.8     0.226    0.496      0.00
   6753.6    6.8   58.6    189.0 0.097     158.7 4.81    24.00     0.113    1.469 
0.9L    : 113.70
    337.8    6.5   67.5    6.944  25.4  -0.07e-3 28.7    166.6     0.285    0.620      0.00
   3772.4    6.8   64.1    189.0 0.112     183.3 5.08    24.00     0.113    1.522 
Critical: 120.26
    372.6    6.5   67.5    5.408  25.4  -0.08e-3 28.7    201.7     0.341    1.760      0.00
   1773.9    5.3   64.9    189.0 0.123     186.9 5.12    24.00     0.113    1.971 
Transfer: 123.33
    389.1    6.5   67.5    4.565  25.4  -0.03e-3 28.9    226.0     0.382    1.760      0.00
    808.5    4.5   65.2    189.0 0.128     180.9 4.93    12.00     0.113    1.898 
Bearing : 125.67
    401.6    6.5   67.5    1.012   5.6   6.00e-3 50.0    407.6     1.450    3.520      0.00
      0.0    1.0   67.0     41.9 0.135      32.9 0.87    12.00     0.113    1.842 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1701.45
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    3.40
 
 
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
    401.6      6.66     67.50    1.02       66.99    24.00      0.300      1.470      0.000      3.520 
Transfer:      2.33
    389.1      6.63     67.50    4.53       65.24    24.00      0.300      1.459      0.000      1.760 
Critical:      5.41
    372.8      6.39     67.50    5.27       64.86    24.00      0.300      1.378      0.000      1.760 
0.1L    :     11.97
    337.8      5.86     67.50    6.80       64.10    24.00      0.300      1.202      0.000      0.620 
0.2L    :     24.60
    273.6      5.18     62.05    6.81       58.64    24.00      0.300      0.978      0.000      0.496 
0.3L    :     37.23
    210.7      3.82     64.65    6.82       61.24    24.00      0.300      0.525      0.000      0.413 
0.4L    :     49.87
    149.0      2.59     67.25    6.83       63.83    24.00      0.300      0.114      0.000      0.413 
0.5L    :     62.50
     89.0      1.55     67.25    6.83       63.83    24.00      0.300      0.000      0.000      0.413 
0.6L    :     75.13
    149.0      2.59     67.25    6.83       63.83    24.00      0.300      0.114      0.000      0.413 
0.7L    :     87.77
    210.7      3.82     64.65    6.82       61.24    24.00      0.300      0.525      0.000      0.413 
0.8L    :    100.40
    273.6      5.18     62.05    6.81       58.64    24.00      0.300      0.978      0.000      0.496 
0.9L    :    113.03
    337.8      5.86     67.50    6.80       64.10    24.00      0.300      1.202      0.000      0.620 
Critical:    119.59
    372.8      6.39     67.50    5.27       64.86    24.00      0.300      1.378      0.000      1.760 
Transfer:    122.67
    389.1      6.63     67.50    4.53       65.24    24.00      0.300      1.459      0.000      1.760 
Bearing :    125.00
    401.6      6.66     67.50    1.02       66.99    24.00      0.300      1.470      0.000      3.520 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 11.97 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
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          :       0.948            1.671            1.945
 
At 0.2 x L = 24.60 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
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          :       1.652            2.908            3.373
 
At 0.3 x L = 37.23 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
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          :       2.133            3.752            4.339
 
At 0.4 x L = 49.87 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
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          :       2.398            4.214            4.866
 
At 0.5 x L = 62.50 ft
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
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          :       2.502            4.395            5.072
 
At 0.6 x L = 75.13 ft
Prestress      :       4.451  1.80      8.012  2.20      9.792
Self Wt.       :      -2.053  1.85     -3.798  2.40     -4.926
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          :       2.398            4.214            4.866
 
At 0.7 x L = 87.77 ft
Prestress      :       3.905  1.80      7.029  2.20      8.591
Self Wt.       :      -1.771  1.85     -3.277  2.40     -4.251
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          :       2.133            3.752            4.339
 
At 0.8 x L = 100.40 ft
Prestress      :       2.958  1.80      5.325  2.20      6.508
Self Wt.       :      -1.306  1.85     -2.417  2.40     -3.135
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          :       1.652            2.908            3.373
 
At 0.9 x L = 113.03 ft
Prestress      :       1.644  1.80      2.959  2.20      3.617
Self Wt.       :      -0.696  1.85     -1.288  2.40     -1.671
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          :       0.948            1.671            1.945
 

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
   813.9    57.5  5.707  263.0    5.3   4.53   6904.3  0.036T 1.00       -       -     -     -  
H/2     :   2.97
  1029.3    57.6  5.923  262.8    5.5   4.69   7164.8  0.035T 1.00       -       -     -     -  
0.1L    :  11.97
  3835.6    59.4  8.680  259.8    8.0   6.80  10533.6  0.023T 1.00   8158.9  5101.4    1.29    -  
0.2L    :  24.60
  6978.5    62.0  8.680  260.2    8.0   6.81  11038.7  0.023T 1.00   8262.9  8262.9    1.34    -  
0.3L    :  37.23
  9190.9    64.6  8.680  260.6    8.0   6.82  11544.0  0.023T 1.00   8495.1  8495.1    1.36    -  
0.4L    :  49.87
 10513.6    67.2  8.680  261.0    8.0   6.83  12049.4  0.023T 1.00   8851.1  8851.1    1.36    -  
0.5L    :  62.50
 10922.5    67.2  8.680  261.0    8.0   6.83  12049.4  0.023T 1.00   8794.0  8794.0    1.37    -  
0.6L    :  75.13
 10513.6    67.2  8.680  261.0    8.0   6.83  12049.4  0.023T 1.00   8851.1  8851.1    1.36    -  
0.7L    :  87.77
  9190.9    64.6  8.680  260.6    8.0   6.82  11544.0  0.023T 1.00   8495.1  8495.1    1.36    -  
0.8L    : 100.40
  6978.5    62.0  8.680  260.2    8.0   6.81  11038.7  0.023T 1.00   8262.9  8262.9    1.34    -  
0.9L    : 113.03
  3835.6    59.4  8.680  259.8    8.0   6.80  10533.6  0.023T 1.00   8158.9  5101.4    1.29    -  
H/2     : 122.03
  1029.3    57.6  5.923  262.8    5.5   4.69   7164.8  0.035T 1.00       -       -     -     -  
Transfer: 122.67
   813.9    57.5  5.707  263.0    5.3   4.53   6904.3  0.036T 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 1-20; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.072
        M   2.00 Fb     0.123
 
  2   2 E  60.00 Ft     0.372
        M   8.00 Fb     0.063
 
  3   2 E  58.00 Ft     0.657
        M   6.00 Fb     0.015
 
  4   2 E  56.00 Ft     0.929
        M   4.00 Fb    -0.022
 
  5   2 E  54.00 Ft     1.187
        M   2.00 Fb    -0.048
 
  6   2 E   6.00 Ft     1.136
        M   6.00 Fb     0.174
 
  7   2 E   6.00 Ft     1.084
        M   6.00 Fb     0.396
 
  8   2 E   6.00 Ft     1.033
        M   6.00 Fb     0.618
 
  9   2 E   6.00 Ft     0.981
        M   6.00 Fb     0.840
 
 10   2 E   4.00 Ft     0.916
        M   4.00 Fb     1.073
 
 11   2 E   4.00 Ft     0.850
        M   4.00 Fb     1.306
 
 12   2 E   4.00 Ft     0.785
        M   4.00 Fb     1.539
 
 13   2 E   4.00 Ft     0.719
        M   4.00 Fb     1.773
 
 14   2 E   4.00 Ft     0.654
        M   4.00 Fb     2.006
 
 15   2 E   4.00 Ft     0.589
        M   4.00 Fb     2.239
 
 16   2 E   2.00 Ft     0.510
        M   2.00 Fb     2.483
 
 17   2 E   2.00 Ft     0.430
        M   2.00 Fb     2.727
 
 18   2 E   2.00 Ft     0.351
        M   2.00 Fb     2.971
 
 19   2 E   2.00 Ft     0.272
        M   2.00 Fb     3.216
 
 20   2 E   2.00 Ft     0.193
        M   2.00 Fb     3.460
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 126.33            Release Length, ft: 126.33
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  40
No. of strands, Draped:   8           No. of strands, Straight:  32
Concrete Strength, f'ci:   6.5  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  7.99 %               Final losses: 12.83 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             4.225       3.460     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       Trans
      Precast Top w/ reinf. (tension)      -0.612           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                 12049.42    10922.52     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   1.025     Midspan    1.800   0.230     Midspan
    Pre.Top:   4.500   3.122     Midspan    3.375   2.445     Midspan
    Pre.Bot:   4.500   2.775    Transfer    3.375   2.902    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520   0.021     Bearing
    Pre.Bot:  -0.520  -0.403     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.825     Midspan
    Pre.Bot:                                                             3.000   1.329    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  62.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.657  1.80      8.383  2.20     10.245
Self Wt.       :      -2.155  1.85     -3.988  2.40     -5.173
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          :       2.502            4.395            5.072
 
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

