 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/14/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : BTE110 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1) The bridge span is 110 feet, girder spacing is 9.25 feet, and deck overhang width is 3 
                     feet and 6 inch.
                     (2) The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3) The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.5 inches. 
                     (4) The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to two rails 
                     evenly distributed to a four girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail.
                     (5) One steel diaphragm of 0.5 kips is at the center of span.
                     (6) Live load moment and shear distribution factor is determined using AASHTO equations and 
                     based on 0- and 60-degree skews, respectively.  
                     (7) Total initial prestress is based on 72.6% f?s (f?s = 270 ksi) and 0.6-inch diameter 
                     strands with As = 0.217 square inches.
                     (8) The hold down points are at 0.35*Lp (Lpis the beam overall length)
                     (9) The beam lifting and supporting points are both assumed are 9 feet and 11 feet from the 
                     girder ends, respectively. 
                     (10) The girder concrete strengths at release and at final are 5 ksi and 6 ksi, respectively.
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_8138.tmp\BTE110-0_35\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       44.000
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       40.834
Number of spans         =            1
Number of lanes         =            3
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       34.000
Bridge c/s,MI(Ixx), in4 =   4982053.00
 
SPAN DATA
---------
Precast length    , ft =    111.330
Bearing-to-bearing, ft =    110.000
Release span      , ft =    111.330
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1               IA-BTE    3.500    807.4   422790.0  63.00  28.75  34.00   8.125
 2               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 3               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 4               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   9.250
 5               IA-BTE    9.250    807.4   422790.0  63.00  28.75  34.00   8.125
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      6.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4877.010        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      5.000 
Eci ,ksi      =   4592.230
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.35L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: YES
------------------------------------------------
Left Barrier Weight, klf                 0.650
Right Barrier Weight, klf                0.650
Left Curb Weight, klf                    0.000
Right Curb Weight, klf                   0.000
Left Sidewalk, klf                       0.000
Right Sidewalk, klf                      0.000
Future Wearing Surface, ksf              0.020
Sacrificial Wearing Surface, in          0.750
Stay in Place Deck Forms, klf            0.000
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    1    DC Line        0.052    0.00       0.052  110.00   Additional Overhang Load
   1    1    DC Line        0.076    0.00       0.076  110.00   Sacrificial Wearing Surface
   1    2    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    2    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    3    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    3    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    4    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    4    DC Line        0.087    0.00       0.087  110.00   Sacrificial Wearing Surface
   1    5    DC Line        0.035    0.00       0.035  110.00   Additional Haunch Load
   1    5    DC Line        0.076    0.00       0.076  110.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.250   55.000
   1    2        0.500   55.000
   1    3        0.500   55.000
   1    4        0.500   55.000
   1    5        0.250   55.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740  110.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  110.00   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    0.053     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              5.00 ksi 
  Elasticity          4592.2 ksi 
  Max comp              3.25 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.54 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      6.00 ksi    4.00 ksi 
  Elasticity 4877.01 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.60 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.70 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.40 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.47 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    5.00        6.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    5.00        6.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 13.75 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                             
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.6624 No        
       2 US#6[M19]  60.0  0.88    8.00   0.7920   1.4590 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4590   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  78.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.1631  90.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  90.6631  99.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6631 104.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 104.1631 104.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 104.7051 109.8711 Yes       
       2 US#6[M19]  60.0  0.88    8.00 109.8711 110.5381 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.6677 110.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 110.7051 111.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.25 111.2051 111.3301 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       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:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 13.75 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                             
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.6624 No        
       2 US#6[M19]  60.0  0.88    8.00   0.7920   1.4590 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4590   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  78.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.1631  90.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  90.6631  99.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6631 104.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 104.1631 104.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 104.7051 109.8711 Yes       
       2 US#6[M19]  60.0  0.88    8.00 109.8711 110.5381 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.6677 110.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 110.7051 111.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.25 111.2051 111.3301 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       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:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 13.75 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                             
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.6624 No        
       2 US#6[M19]  60.0  0.88    8.00   0.7920   1.4590 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4590   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  78.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.1631  90.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  90.6631  99.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6631 104.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 104.1631 104.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 104.7051 109.8711 Yes       
       2 US#6[M19]  60.0  0.88    8.00 109.8711 110.5381 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.6677 110.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 110.7051 111.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.25 111.2051 111.3301 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       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:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 13.75 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                             
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.6624 No        
       2 US#6[M19]  60.0  0.88    8.00   0.7920   1.4590 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4590   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  78.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.1631  90.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  90.6631  99.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6631 104.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 104.1631 104.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 104.7051 109.8711 Yes       
       2 US#6[M19]  60.0  0.88    8.00 109.8711 110.5381 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.6677 110.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 110.7051 111.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.25 111.2051 111.3301 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       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:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.35L ( 38.97 ft from member end )
 
END PATTERN (Ycg = 13.75 in):
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in 2 @ 56.000 in 
  2 @ 58.000 in  2 @ 60.000 in                             
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  12 @  2.000 in 8 @  4.000 in 6 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing   Start     End    Extends  
                   (ksi) (in2)   (in)    (ft)     (ft)   into Deck 
-------------------------------------------------------------------
       2 US#6[M19]  60.0  0.88    1.50   0.0000   0.1250 No        
       2 US#6[M19]  60.0  0.88    6.00   0.1250   0.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.00   0.6250   1.6624 No        
       2 US#6[M19]  60.0  0.88    8.00   0.7920   1.4590 Yes       
       2 US#6[M19]  60.0  0.88    6.00   1.4590   6.6250 Yes       
       2 US#6[M19]  60.0  0.88    6.50   6.6250   7.1670 Yes       
       2 US#5[M16]  60.0  0.62    9.00   7.1670  11.6670 Yes       
       2 US#5[M16]  60.0  0.62   12.00  11.6670  20.6670 Yes       
       2 US#5[M16]  60.0  0.62   15.00  20.6670  33.1670 Yes       
       2 US#5[M16]  60.0  0.62   18.00  33.1670  78.1631 Yes       
       2 US#5[M16]  60.0  0.62   15.00  78.1631  90.6631 Yes       
       2 US#5[M16]  60.0  0.62   12.00  90.6631  99.6631 Yes       
       2 US#5[M16]  60.0  0.62    9.00  99.6631 104.1631 Yes       
       2 US#6[M19]  60.0  0.88    6.50 104.1631 104.7051 Yes       
       2 US#6[M19]  60.0  0.88    6.00 104.7051 109.8711 Yes       
       2 US#6[M19]  60.0  0.88    8.00 109.8711 110.5381 Yes       
       2 US#6[M19]  60.0  0.88    6.00 109.6677 110.7051 No        
       2 US#6[M19]  60.0  0.88    6.00 110.7051 111.2051 Yes       
       2 US#6[M19]  60.0  0.88    1.25 111.2051 111.3301 No        
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   3.50/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Exterior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  =  97.500 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  110.00
     DC  Line       0.052      0.00       0.052  110.00
     DC  Line       0.076      0.00       0.076  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.729   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.907   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.999   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    815.4    843.6    843.6    843.6    843.6    843.6    843.6    843.6
  Yb      ,  in    28.60    28.07    28.07    27.98    27.86    27.74    27.67    27.67
  MI(Ixx) , in4   424617   431406   431586   433868   437740   442191   444633   444633
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1490.7   1516.9   1516.9   1516.9   1516.9   1516.9   1516.9   1516.9
  Yb      ,  in    46.14    45.57    45.57    45.52    45.46    45.39    45.36    45.36
  MI(Ixx) , in4   980583  1009189  1009551  1013970  1020992  1028563  1032556  1032556

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 13.75 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.981 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.976 ft
Holddown Force        =  29.280 kips     Beam Shrtng (PL/AE)   =      0.469 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)       
--------------------------------------------------------------------------------------
      3565.668         740 2638.594     23.119 93633.367  1480.139     704.712        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.6624     No
      2      US#6[M19]       60.00        0.88       8.00       0.7920      1.4590    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4590      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     78.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.1631     90.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      90.6631     99.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6631    104.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50     104.1631    104.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00     104.7051    109.8711    Yes
      2      US#6[M19]       60.00        0.88       8.00     109.8711    110.5381    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.6677    110.7051     No
      2      US#6[M19]       60.00        0.88       6.00     110.7051    111.2051    Yes
      2      US#6[M19]       60.00        0.88       1.25     111.2051    111.3301     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  3.63 in
         P_init    =     1361.2 kips  Ecc = 25.13 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.34 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.58 ksi    0.00 ksi
    due to Composite Loads                                 -1.97 ksi    0.00 ksi
    due to Live Loads                                      -5.86 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.34 ksi  ( 7.31 %)            13.04 ksi ( 6.65 %)
Total Prestress Losses                                    27.38 ksi (13.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    20.5    25.9    85.0   155.8   206.3   236.7   246.8
DC(Max)     V       9.0     8.6     8.5     7.3     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.2   127.9   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    41.9    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   223.3   282.1   920.5  1672.4  2190.2  2498.5  2583.3
            V     122.7   119.1   118.1   106.4    89.8    73.1    49.8    33.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.7   119.1   118.1   106.4    90.9    76.1    61.9    48.5
            M       0.0   220.3   278.0   892.5  1572.8  1994.4  2176.0  2136.5
Total     : M+      0.0   508.7   642.8  2103.5  3840.8  5062.9  5794.4  6021.1
            V     247.6   238.7   236.2   207.6   165.6   123.7    75.2    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   247.6   238.7   236.2   207.6   166.8   126.7    87.3    48.6
            M       0.0   505.7   638.8  2075.5  3741.3  4867.1  5471.8  5574.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     236.7   206.3   155.8    85.0    25.9    20.5     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.5     8.6     9.0
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
Deck +    : M    1167.4  1017.8   768.4   419.3   127.9   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    41.9    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   2498.5  2190.2  1672.4   920.5   282.1   223.3     0.0
            V      49.8    73.1    89.8   106.4   118.1   119.1   122.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.9    76.1    90.9   106.4   118.1   119.1   122.7
            M    2176.0  1994.4  1572.8   892.5   278.0   220.3    -0.0
Total     : M+   5794.4  5062.9  3840.8  2103.5   642.8   508.7     0.0
            V      75.2   123.7   165.6   207.6   236.2   238.7   247.6
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    87.3   126.7   166.8   207.6   236.2   238.7   247.6
            M    5471.8  4867.1  3741.3  2075.5   638.8   505.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            44.3             44.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            9.0              9.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    20.5    25.9    85.0   155.8   206.3   236.7   246.8
DC(Max)     V       9.0     8.6     8.5     7.3     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.2   127.9   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    41.9    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   178.6   225.7   736.4  1337.9  1752.2  1998.8  2066.7
            V      98.2    95.3    94.5    85.1    71.8    58.5    39.9    26.5
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    98.2    95.3    94.5    85.2    72.7    60.9    49.5    38.8
            M       0.0   176.3   222.4   714.0  1258.3  1595.5  1740.8  1709.2
Total     : M+      0.0   464.0   586.4  1919.4  3506.3  4624.9  5294.6  5504.5
            V     223.0   214.8   212.6   186.3   147.7   109.1    65.2    26.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   223.0   214.8   212.6   186.3   148.6   111.5    74.9    38.9
            M       0.0   461.7   583.2  1897.0  3426.7  4468.2  5036.6  5147.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     236.7   206.3   155.8    85.0    25.9    20.5     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.5     8.6     9.0
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
Deck +    : M    1167.4  1017.8   768.4   419.3   127.9   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    41.9    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   1998.8  1752.2  1337.9   736.4   225.7   178.6     0.0
            V      39.9    58.5    71.8    85.1    94.5    95.3    98.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.5    60.9    72.7    85.2    94.5    95.3    98.2
            M    1740.8  1595.5  1258.3   714.0   222.4   176.3    -0.0
Total     : M+   5294.6  4624.9  3506.3  1919.4   586.4   464.0     0.0
            V      65.2   109.1   147.7   186.3   212.6   214.8   223.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.9   111.5   148.6   186.3   212.6   214.8   223.0
            M    5036.6  4468.2  3426.7  1897.0   583.2   461.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   132.1   167.0   547.7  1003.7  1329.5  1524.9  1590.1
(Max)       V      57.8    55.4    54.7    46.8    35.1    23.4    11.7     0.0
Self wt.  : M       0.0    95.1   120.3   394.3   722.7   957.2  1098.0  1144.9
(Min)       V      41.6    39.9    39.4    33.7    25.3    16.9     8.4     0.0
DL-Prec.  : M       0.0    25.6    32.4   106.3   194.7   257.9   295.9   308.5
DC(Max)     V      11.2    10.7    10.6     9.1     6.8     4.5     2.3     0.0
DL-Prec.  : M       0.0    18.5    23.3    76.5   140.2   185.7   213.0   222.1
DC(Min)     V       8.1     7.7     7.6     6.5     4.9     3.3     1.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   126.5   159.8   524.1   960.5  1272.2  1459.3  1521.6
Haunch (Max)V      55.3    53.0    52.3    44.8    33.6    22.4    11.2     0.0
Deck +    : M       0.0    91.0   115.1   377.3   691.6   916.0  1050.7  1095.6
Haunch (Min)V      39.8    38.1    37.7    32.3    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.4     0.5     1.6     3.4     5.1     6.9     8.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.4     3.7     4.9     6.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    46.5    58.8   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.3    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    42.3   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    13.9    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    38.9   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.7    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    16.9    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.5     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   390.7   493.6  1610.8  2926.6  3832.9  4372.4  4520.8
            V     214.7   208.4   206.6   186.3   157.1   127.9    87.2    58.0
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   214.7   208.4   206.6   186.3   159.1   133.1   108.4    84.9
            M       0.0   385.6   486.5  1561.9  2752.4  3490.2  3808.0  3738.9
Total     : M+      0.0   752.6   951.1  3110.9  5676.2  7475.4  8551.4  8879.8
            V     373.1   360.0   356.5   314.5   253.3   192.1   119.4    58.1
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   373.1   360.0   356.5   314.5   255.3   197.3   140.6    85.0
            M       0.0   747.5   944.0  3061.9  5502.0  7132.7  7987.0  8097.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1524.9  1329.5  1003.7   547.7   167.0   132.1     0.0
(Max)       V      11.7    23.4    35.1    46.8    54.7    55.4    57.8
Self wt.  : M    1098.0   957.2   722.7   394.3   120.3    95.1     0.0
(Min)       V       8.4    16.9    25.3    33.7    39.4    39.9    41.6
DL-Prec.  : M     295.9   257.9   194.7   106.3    32.4    25.6     0.0
DC(Max)     V       2.3     4.5     6.8     9.1    10.6    10.7    11.2
DL-Prec.  : M     213.0   185.7   140.2    76.5    23.3    18.5     0.0
DC(Min)     V       1.6     3.3     4.9     6.5     7.6     7.7     8.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1459.3  1272.2   960.5   524.1   159.8   126.5     0.0
Haunch (Max)V      11.2    22.4    33.6    44.8    52.3    53.0    55.3
Deck +    : M    1050.7   916.0   691.6   377.3   115.1    91.0     0.0
Haunch (Min)V       8.1    16.1    24.2    32.3    37.7    38.1    39.8
Diaphragm : M       6.9     5.1     3.4     1.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.7     2.4     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.7   467.9   353.3   192.8    58.8    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.3    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    42.3    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    13.9    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    38.9    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.7    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    16.9    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.8
LL + I    : M+   4372.4  3832.9  2926.6  1610.8   493.6   390.7     0.0
            V      87.2   127.9   157.1   186.3   206.6   208.4   214.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.4   133.1   159.1   186.3   206.6   208.4   214.7
            M    3808.0  3490.2  2752.4  1561.9   486.5   385.6    -0.0
Total     : M+   8551.4  7475.4  5676.2  3110.9   951.1   752.6     0.0
            V     119.4   192.1   253.3   314.5   356.5   360.0   373.1
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   140.6   197.3   255.3   314.5   356.5   360.0   373.1
            M    7987.0  7132.7  5502.0  3061.9   944.0   747.5    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               57.8             57.8
Deck+Haunch            55.3             55.3
Diaphragm               0.2              0.2
DL-Prec.(DC)           11.2             11.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     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    20.5    25.9    85.0   155.8   206.3   236.7   246.8
DC(Max)     V       9.0     8.6     8.5     7.3     5.4     3.6     1.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.2   127.9   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    41.9    35.8    26.9    17.9     9.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     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    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     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   218.6   275.9   891.1  1588.5  2073.1  2328.1  2325.0
            V     120.8   117.5   116.6   106.3    91.8    69.7    55.3    40.8
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   120.8   117.5   116.6   106.3    91.8    77.3    62.9    48.4
            M       0.0   218.6   275.9   891.1  1588.5  2027.7  2208.8  2131.8
Total     : M+      0.0   504.0   636.7  2074.2  3756.9  4945.8  5623.9  5762.7
            V     245.6   237.1   234.8   207.4   167.7   120.4    80.6    40.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   245.6   237.1   234.8   207.4   167.7   128.0    88.2    48.5
            M       0.0   504.0   636.7  2074.2  3756.9  4900.4  5504.6  5569.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
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     236.7   206.3   155.8    85.0    25.9    20.5     0.0
DC(Max)     V       1.8     3.6     5.4     7.3     8.5     8.6     9.0
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    1167.4  1017.8   768.4   419.3   127.9   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    41.9    42.4    44.3
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       5.5     4.1     2.7     1.3     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
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+   2328.1  2073.1  1588.5   891.1   275.9   218.6     0.0
            V      55.3    69.7    91.8   106.3   116.6   117.5   120.8
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    62.9    77.3    91.8   106.3   116.6   117.5   120.8
            M    2208.8  2027.7  1588.5   891.1   275.9   218.6     0.0
Total     : M+   5623.9  4945.8  3756.9  2074.2   636.7   504.0     0.0
            V      80.6   120.4   167.7   207.4   234.8   237.1   245.6
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    88.2   128.0   167.7   207.4   234.8   237.1   245.6
            M    5504.6  4900.4  3756.9  2074.2   636.7   504.0     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.082   0.150   0.197   0.226   0.235
Bottom        -0.000  -0.016  -0.020  -0.066  -0.119  -0.155  -0.177  -0.184
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.098   0.124   0.406   0.740   0.974   1.113   1.161
Bottom        -0.000  -0.079  -0.100  -0.324  -0.587  -0.766  -0.872  -0.909
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.008   0.010   0.032   0.058   0.077   0.088   0.092
Bottom        -0.000  -0.020  -0.025  -0.083  -0.151  -0.198  -0.226  -0.236
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.055   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.018   0.032   0.042   0.049   0.051
Bottom        -0.000  -0.011  -0.014  -0.046  -0.083  -0.109  -0.125  -0.130
 
LL+I(+)
Topping-top   -0.000   0.060   0.075   0.245   0.443   0.578   0.658   0.680
Precast-top   -0.000   0.046   0.058   0.190   0.345   0.450   0.512   0.530
Bottom        -0.000  -0.121  -0.153  -0.496  -0.894  -1.160  -1.317  -1.362
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.075   0.095   0.309   0.560   0.731   0.833   0.863 
Precast-top    0.002   0.236   0.294   0.922   1.617   2.030   2.302   2.433 
Bottom         0.584   2.223   2.148   1.341   0.438  -0.123  -0.474  -0.619 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.019   0.064   0.116   0.153   0.175   0.183 
Precast-top    0.002   0.189   0.236   0.732   1.272   1.580   1.790   1.904 
Bottom         0.584   2.344   2.300   1.837   1.331   1.037   0.843   0.743 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.020   0.025   0.082   0.150   0.197   0.226   0.235
Bottom        -0.000  -0.016  -0.020  -0.066  -0.119  -0.155  -0.177  -0.184
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.098   0.124   0.406   0.740   0.974   1.113   1.161
Bottom        -0.000  -0.079  -0.100  -0.324  -0.587  -0.766  -0.872  -0.909
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.008   0.010   0.032   0.058   0.077   0.088   0.092
Bottom        -0.000  -0.020  -0.025  -0.083  -0.151  -0.198  -0.226  -0.236
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.055   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.018   0.032   0.042   0.049   0.051
Bottom        -0.000  -0.011  -0.014  -0.046  -0.083  -0.109  -0.125  -0.130
 
LL+I(+)
Topping-top   -0.000   0.048   0.060   0.196   0.355   0.462   0.526   0.544
Precast-top   -0.000   0.037   0.047   0.152   0.276   0.360   0.410   0.424
Bottom        -0.000  -0.097  -0.122  -0.397  -0.715  -0.928  -1.054  -1.090
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.063   0.080   0.260   0.471   0.616   0.701   0.727 
Precast-top    0.002   0.226   0.283   0.884   1.548   1.940   2.199   2.327 
Bottom         0.584   2.247   2.178   1.440   0.617   0.109  -0.211  -0.346 
 

 
 
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   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000   0.058   0.074   0.237   0.421   0.547   0.613   0.612
Precast-top   -0.000   0.045   0.057   0.184   0.328   0.426   0.477   0.477
Bottom        -0.000  -0.118  -0.149  -0.480  -0.849  -1.098  -1.227  -1.226
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.066   0.083   0.269   0.479   0.624   0.700   0.703 
Precast-top    0.001   0.140   0.175   0.550   0.964   1.216   1.372   1.428 
Bottom         0.292   1.054   1.001   0.439  -0.183  -0.579  -0.806  -0.854 
 

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
    373.1    6.5   67.7    0.807   5.6   6.00e-3 50.0    379.3     1.343    1.760      0.00
      0.0    0.8   67.3     41.9 0.156      29.6 0.87    12.00     0.101    1.284 
Transfer:   3.00
    360.0    6.5   67.7    3.641  25.3  -0.01e-3 29.0    214.8     0.361    1.760      0.00
    747.5    3.6   65.9    189.0 0.146     159.9 4.82    12.00     0.101    1.670 
Critical:   6.13
    342.4    6.5   67.7    4.343  25.3  -0.05e-3 28.8    190.5     0.320    1.760      0.00
   1655.4    4.2   65.6    189.0 0.139     164.6 4.99    12.00     0.101    1.748 
0.1L    :  11.13
    314.5    6.5   67.7    5.453  25.3  -0.05e-3 28.8    161.3     0.273    0.827      0.00
   3061.9    5.3   65.1    189.0 0.128     162.9 4.97    12.00     0.101    1.888 
0.2L    :  22.27
    255.3    6.5   63.3    6.944  25.3   0.04e-3 29.1    116.5     0.215    0.496      0.00
   5502.0    5.5   60.5    189.0 0.109     141.9 4.66    24.00     0.101    1.539 
0.3L    :  33.40
    197.3    6.5   66.2    6.944  25.3   1.06e-3 32.7    108.4     0.219    0.413      0.00
   7132.7    5.5   63.4    189.0 0.078      85.5 2.68    24.00     0.101    1.437 
0.4L    :  44.53
    140.6    6.5   67.6    6.944   0.0   1.54e-3 34.4     83.6     0.176    0.413      0.00
   7987.0    5.5   64.9    189.0 0.062      72.6 2.22    24.00     0.101    1.719 
0.5L    :  55.67
     85.0    6.5   67.6    6.944   0.0   1.37e-3 33.8     17.1     0.101    0.413      0.00
   8097.9    5.5   64.9    189.0 0.037      77.4 2.37    24.00     0.101    2.940 
0.6L    :  66.80
    140.6    6.5   67.6    6.944   0.0   1.54e-3 34.4     83.6     0.176    0.413      0.00
   7987.0    5.5   64.9    189.0 0.062      72.6 2.22    24.00     0.101    1.719 
0.7L    :  77.93
    197.3    6.5   66.2    6.944  25.3   1.06e-3 32.7    108.4     0.219    0.413      0.00
   7132.7    5.5   63.4    189.0 0.078      85.5 2.68    24.00     0.101    1.437 
0.8L    :  89.06
    255.3    6.5   63.3    6.944  25.3   0.04e-3 29.1    116.5     0.215    0.496      0.00
   5502.0    5.5   60.5    189.0 0.109     141.9 4.66    24.00     0.101    1.539 
0.9L    : 100.20
    314.5    6.5   67.7    5.453  25.3  -0.05e-3 28.8    161.3     0.273    0.827      0.00
   3061.9    5.3   65.1    189.0 0.128     162.9 4.97    12.00     0.101    1.888 
Critical: 105.20
    342.4    6.5   67.7    4.343  25.3  -0.05e-3 28.8    190.5     0.320    1.760      0.00
   1655.4    4.2   65.6    189.0 0.139     164.6 4.99    12.00     0.101    1.748 
Transfer: 108.33
    360.0    6.5   67.7    3.641  25.3  -0.01e-3 29.0    214.8     0.361    1.760      0.00
    747.5    3.6   65.9    189.0 0.146     159.9 4.82    12.00     0.101    1.670 
Bearing : 110.67
    373.1    6.5   67.7    0.807   5.6   6.00e-3 50.0    379.3     1.343    1.760      0.00
      0.0    0.8   67.3     41.9 0.156      29.6 0.87    12.00     0.101    1.284 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.72
 
 
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
    373.1      6.16     67.71    0.81       67.31    24.00      0.300      1.303      0.000      0.000*
Transfer:      2.33
    360.0      6.07     67.71    3.58       65.92    24.00      0.300      1.273      0.000      1.760 
Critical:      5.47
    342.5      5.80     67.71    4.25       65.59    24.00      0.300      1.184      0.000      1.760 
0.1L    :     10.47
    314.5      5.37     67.71    5.31       65.06    24.00      0.300      1.041      0.000      0.827 
0.2L    :     21.60
    255.3      4.69     63.29    5.49       60.54    24.00      0.300      0.812      0.000      0.496 
0.3L    :     32.73
    197.3      3.46     66.18    5.50       63.43    24.00      0.300      0.402      0.000      0.413 
0.4L    :     43.87
    140.6      2.41     67.63    5.50       64.87    24.00      0.300      0.052      0.000      0.413 
0.5L    :     55.00
     85.0      1.46     67.63    5.50       64.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    140.6      2.41     67.63    5.50       64.87    24.00      0.300      0.052      0.000      0.413 
0.7L    :     77.27
    197.3      3.46     66.18    5.50       63.43    24.00      0.300      0.402      0.000      0.413 
0.8L    :     88.40
    255.3      4.69     63.29    5.49       60.54    24.00      0.300      0.812      0.000      0.496 
0.9L    :     99.53
    314.5      5.37     67.71    5.31       65.06    24.00      0.300      1.041      0.000      0.827 
Critical:    104.53
    342.5      5.80     67.71    4.25       65.59    24.00      0.300      1.184      0.000      1.760 
Transfer:    107.67
    360.0      6.07     67.71    3.58       65.92    24.00      0.300      1.273      0.000      1.760 
Bearing :    110.00
    373.1      6.16     67.71    0.81       67.31    24.00      0.300      1.303      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
Deck + Haunch  :                       -0.375  2.30     -0.862
DL-Prec. (DC)  :                       -0.076  3.00     -0.228
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.059  3.00     -0.177
DL-Comp. (DW)  :                       -0.033  3.00     -0.098
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 21.60 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
Deck + Haunch  :                       -0.726  2.30     -1.670
DL-Prec. (DC)  :                       -0.147  3.00     -0.442
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.114  3.00     -0.343
DL-Comp. (DW)  :                       -0.063  3.00     -0.190
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 32.73 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
Deck + Haunch  :                       -0.994  2.30     -2.287
DL-Prec. (DC)  :                       -0.202  3.00     -0.605
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.157  3.00     -0.472
DL-Comp. (DW)  :                       -0.087  3.00     -0.260
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 43.87 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                       -1.163  2.30     -2.675
DL-Prec. (DC)  :                       -0.236  3.00     -0.707
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.184  3.00     -0.553
DL-Comp. (DW)  :                       -0.102  3.00     -0.305
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 55.00 ft
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
Deck + Haunch  :                       -1.223  2.30     -2.812
DL-Prec. (DC)  :                       -0.248  3.00     -0.744
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.194  3.00     -0.581
DL-Comp. (DW)  :                       -0.107  3.00     -0.321
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 66.13 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                       -1.163  2.30     -2.675
DL-Prec. (DC)  :                       -0.236  3.00     -0.707
Diaphragm      :                       -0.005  3.00     -0.016
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.184  3.00     -0.553
DL-Comp. (DW)  :                       -0.102  3.00     -0.305
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 77.27 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
Deck + Haunch  :                       -0.994  2.30     -2.287
DL-Prec. (DC)  :                       -0.202  3.00     -0.605
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.157  3.00     -0.472
DL-Comp. (DW)  :                       -0.087  3.00     -0.260
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 88.40 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
Deck + Haunch  :                       -0.726  2.30     -1.670
DL-Prec. (DC)  :                       -0.147  3.00     -0.442
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.114  3.00     -0.343
DL-Comp. (DW)  :                       -0.063  3.00     -0.190
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 99.53 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
Deck + Haunch  :                       -0.375  2.30     -0.862
DL-Prec. (DC)  :                       -0.076  3.00     -0.228
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.059  3.00     -0.177
DL-Comp. (DW)  :                       -0.033  3.00     -0.098
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
   752.6    58.3  4.481  264.5    4.2   3.58   5580.8  0.046T 1.00       -       -     -     -  
H/2     :   2.97
   951.1    58.4  4.655  264.4    4.4   3.71   5803.0  0.045T 1.00       -       -     -     -  
0.1L    :  10.47
  3110.9    60.4  6.711  262.2    6.2   5.31   8466.5  0.030T 1.00       -       -     -     -  
0.2L    :  21.60
  5676.2    63.3  6.944  262.3    6.5   5.49   9188.1  0.029T 1.00   6961.1  6961.1    1.32    -  
0.3L    :  32.73
  7475.4    66.2  6.944  262.6    6.5   5.50   9638.7  0.029T 1.00   7186.7  7186.7    1.34    -  
0.4L    :  43.87
  8551.4    67.6  6.944  262.8    6.5   5.50   9864.0  0.029T 1.00   7278.5  7278.5    1.36    -  
0.5L    :  55.00
  8879.8    67.6  6.944  262.8    6.5   5.50   9864.0  0.029T 1.00   7231.2  7231.2    1.36    -  
0.6L    :  66.13
  8551.4    67.6  6.944  262.8    6.5   5.50   9864.0  0.029T 1.00   7278.5  7278.5    1.36    -  
0.7L    :  77.27
  7475.4    66.2  6.944  262.6    6.5   5.50   9638.7  0.029T 1.00   7186.7  7186.7    1.34    -  
0.8L    :  88.40
  5676.2    63.3  6.944  262.3    6.5   5.49   9188.1  0.029T 1.00   6961.1  6961.1    1.32    -  
0.9L    :  99.53
  3110.9    60.4  6.711  262.2    6.2   5.31   8466.5  0.030T 1.00       -       -     -     -  
H/2     : 107.03
   951.1    58.4  4.655  264.4    4.4   3.71   5803.0  0.045T 1.00       -       -     -     -  
Transfer: 107.67
   752.6    58.3  4.481  264.5    4.2   3.58   5580.8  0.046T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.138
 
  2   2 E  60.00 Ft     0.346
        M   6.00 Fb     0.085
 
  3   2 E  58.00 Ft     0.625
        M   4.00 Fb     0.044
 
  4   2 E  56.00 Ft     0.889
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     0.838
        M   6.00 Fb     0.236
 
  6   2 E   6.00 Ft     0.787
        M   6.00 Fb     0.459
 
  7   2 E   6.00 Ft     0.736
        M   6.00 Fb     0.682
 
  8   2 E   4.00 Ft     0.671
        M   4.00 Fb     0.916
 
  9   2 E   4.00 Ft     0.606
        M   4.00 Fb     1.150
 
 10   2 E   4.00 Ft     0.541
        M   4.00 Fb     1.384
 
 11   2 E   4.00 Ft     0.476
        M   4.00 Fb     1.619
 
 12   2 E   2.00 Ft     0.397
        M   2.00 Fb     1.864
 
 13   2 E   2.00 Ft     0.318
        M   2.00 Fb     2.109
 
 14   2 E   2.00 Ft     0.240
        M   2.00 Fb     2.354
 
 15   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.599
 
 16   2 E   2.00 Ft     0.082
        M   2.00 Fb     2.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.31 %               Final losses: 13.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.845     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9864.00     8879.83     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   0.863     Midspan    1.800   0.183     Midspan
    Pre.Top:   3.600   2.433     Midspan    2.700   1.904     Midspan
    Pre.Bot:   3.600   2.223    Transfer    2.700   2.344    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465   0.002     Bearing
    Pre.Bot:  -0.465  -0.346     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.428     Midspan
    Pre.Bot:                                                             2.400   1.054    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
Deck + Haunch  :                       -1.223  2.30     -2.812
DL-Prec. (DC)  :                       -0.248  3.00     -0.744
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.194  3.00     -0.581
DL-Comp. (DW)  :                       -0.107  3.00     -0.321
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-BTE                              Bridge Width       =  44.00 ft
Type      : I-Girder                            Curb-to-curb       =  40.83 ft
Flng width: Top = 34.000 in    Bot = 30.000 in  Beam Spac. Lt./Rt. =   9.25/  9.25 ft
     thick: Top =  3.810 in    Bot =  7.500 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   3
            Top =  6.500 in                     Interior/Exterior  =   Interior
            Bot =  6.500 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.500 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  34.000 in
Effective width  = 111.000 in (Manual input)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.035      0.00       0.035  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.744   (Calculated)    
Live Moment (1  lane  loaded)  : 0.509   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.141   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.913   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    815.4    843.6    843.6    843.6    843.6    843.6    843.6    843.6
  Yb      ,  in    28.60    28.07    28.07    27.98    27.86    27.74    27.67    27.67
  MI(Ixx) , in4   424617   431406   431586   433868   437740   442191   444633   444633
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1582.2   1608.4   1608.4   1608.4   1608.4   1608.4   1608.4   1608.4
  Yb      ,  in    47.37    46.81    46.81    46.77    46.71    46.64    46.61    46.61
  MI(Ixx) , in4  1019906  1050689  1051065  1055647  1062910  1070725  1074839  1074839

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 13.75 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.049 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.062 ft
Holddown Force        =  29.280 kips     Beam Shrtng (PL/AE)   =      0.469 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)       
--------------------------------------------------------------------------------------
      3565.668         740 2638.594     23.119 93633.367  1480.139     704.712        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.6624     No
      2      US#6[M19]       60.00        0.88       8.00       0.7920      1.4590    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4590      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     78.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.1631     90.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      90.6631     99.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6631    104.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50     104.1631    104.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00     104.7051    109.8711    Yes
      2      US#6[M19]       60.00        0.88       8.00     109.8711    110.5381    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.6677    110.7051     No
      2      US#6[M19]       60.00        0.88       6.00     110.7051    111.2051    Yes
      2      US#6[M19]       60.00        0.88       1.25     111.2051    111.3301     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  3.63 in
         P_init    =     1361.2 kips  Ecc = 25.13 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.34 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.99 ksi    0.00 ksi
    due to Composite Loads                                 -1.95 ksi    0.00 ksi
    due to Live Loads                                      -5.39 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.34 ksi  ( 7.31 %)            13.11 ksi ( 6.69 %)
Total Prestress Losses                                    27.45 ksi (14.00 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   207.7   262.5   856.5  1556.1  2038.0  2324.9  2403.8
            V     140.1   136.0   134.9   121.6   102.5    83.5    56.9    37.8
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   140.1   136.0   134.9   121.6   103.8    86.9    70.7    55.4
            M       0.0   205.0   258.7   830.5  1463.5  1855.8  2024.8  1988.1
Total     : M+      0.0   501.9   634.3  2076.0  3791.8  5000.2  5724.2  5950.6
            V     268.8   259.3   256.6   225.8   180.8   135.7    83.2    38.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.8   259.3   256.7   225.8   182.1   139.1    97.0    55.6
            M       0.0   499.2   630.6  2050.0  3699.1  4818.0  5424.1  5534.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   2324.9  2038.0  1556.1   856.5   262.5   207.7     0.0
            V      56.9    83.5   102.5   121.6   134.9   136.0   140.1
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    70.7    86.9   103.8   121.6   134.9   136.0   140.1
            M    2024.8  1855.8  1463.5   830.5   258.7   205.0    -0.0
Total     : M+   5724.2  5000.2  3791.8  2076.0   634.3   501.9     0.0
            V      83.2   135.7   180.8   225.8   256.6   259.3   268.8
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    97.0   139.1   182.1   225.8   256.7   259.3   268.8
            M    5424.1  4818.0  3699.1  2050.0   630.6   499.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   166.2   210.0   685.2  1244.9  1630.4  1859.9  1923.1
            V     112.1   108.8   107.9    97.2    82.0    66.8    45.5    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.1   108.8   107.9    97.3    83.1    69.5    56.6    44.3
            M       0.0   164.0   207.0   664.4  1170.8  1484.6  1619.8  1590.4
Total     : M+      0.0   460.4   581.8  1904.7  3480.5  4592.6  5259.2  5469.9
            V     240.8   232.1   229.7   201.5   160.3   119.0    71.8    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   240.8   232.1   229.7   201.5   161.3   121.8    82.8    44.6
            M       0.0   458.2   578.8  1883.9  3406.4  4446.8  5019.1  5137.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   1859.9  1630.4  1244.9   685.2   210.0   166.2     0.0
            V      45.5    66.8    82.0    97.2   107.9   108.8   112.1
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    56.6    69.5    83.1    97.3   107.9   108.8   112.1
            M    1619.8  1484.6  1170.8   664.4   207.0   164.0    -0.0
Total     : M+   5259.2  4592.6  3480.5  1904.7   581.8   460.4     0.0
            V      71.8   119.0   160.3   201.5   229.7   232.1   240.8
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    82.8   121.8   161.3   201.5   229.7   232.1   240.8
            M    5019.1  4446.8  3406.4  1883.9   578.8   458.2    -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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   132.1   167.0   547.7  1003.7  1329.5  1524.9  1590.1
(Max)       V      57.8    55.4    54.7    46.8    35.1    23.4    11.7     0.0
Self wt.  : M       0.0    95.1   120.3   394.3   722.7   957.2  1098.0  1144.9
(Min)       V      41.6    39.9    39.4    33.7    25.3    16.9     8.4     0.0
DL-Prec.  : M       0.0    19.1    24.2    79.3   145.3   192.4   220.7   230.1
DC(Max)     V       8.4     8.0     7.9     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    17.4    57.1   104.6   138.5   158.9   165.7
DC(Min)     V       6.0     5.8     5.7     4.9     3.7     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   143.6   181.5   595.1  1090.6  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    59.4    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.4   130.7   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    42.8    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.9     3.3     6.8    10.2    13.7    17.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    58.8   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.3    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    42.3   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    13.9    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    38.9   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.7    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    16.9    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.5     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   363.5   459.3  1498.9  2723.3  3566.5  4068.6  4206.7
            V     245.2   238.0   236.0   212.7   179.4   146.0    99.6    66.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   245.2   238.0   236.0   212.8   181.7   152.0   123.8    96.9
            M       0.0   358.8   452.7  1453.4  2561.2  3247.6  3543.4  3479.1
Total     : M+      0.0   736.4   930.6  3044.5  5556.8  7320.9  8376.9  8701.9
            V     408.4   394.2   390.4   344.9   278.6   212.3   132.8    66.5
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   408.4   394.2   390.4   344.9   280.9   218.3   157.1    97.2
            M       0.0   731.7   924.0  2999.0  5394.7  7002.0  7851.7  7974.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1524.9  1329.5  1003.7   547.7   167.0   132.1     0.0
(Max)       V      11.7    23.4    35.1    46.8    54.7    55.4    57.8
Self wt.  : M    1098.0   957.2   722.7   394.3   120.3    95.1     0.0
(Min)       V       8.4    16.9    25.3    33.7    39.4    39.9    41.6
DL-Prec.  : M     220.7   192.4   145.3    79.3    24.2    19.1     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     7.9     8.0     8.4
DL-Prec.  : M     158.9   138.5   104.6    57.1    17.4    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.7     5.8     6.0
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    1656.9  1444.5  1090.6   595.1   181.5   143.6     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    59.4    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4   130.7   103.4     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    42.8    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     536.7   467.9   353.3   192.8    58.8    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.3    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    42.3    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    13.9    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    38.9    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.7    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    16.9    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.8
LL + I    : M+   4068.6  3566.5  2723.3  1498.9   459.3   363.5     0.0
            V      99.6   146.0   179.4   212.7   236.0   238.0   245.2
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   123.8   152.0   181.7   212.8   236.0   238.0   245.2
            M    3543.4  3247.6  2561.2  1453.4   452.7   358.8    -0.0
Total     : M+   8376.9  7320.9  5556.8  3044.5   930.6   736.4     0.0
            V     132.8   212.3   278.6   344.9   390.4   394.2   408.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   157.1   218.3   280.9   344.9   390.4   394.2   408.4
            M    7851.7  7002.0  5394.7  2999.0   924.0   731.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               57.8             57.8
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     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    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    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     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     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    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     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   139.0   175.5   566.9  1010.5  1318.8  1481.1  1479.1
            V     110.3   107.4   106.6    97.1    83.9    63.7    50.5    37.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.3   107.4   106.6    97.1    83.9    70.7    57.4    44.2
            M       0.0   139.0   175.5   566.9  1010.5  1290.0  1405.2  1356.2
Total     : M+      0.0   433.2   547.4  1786.4  3246.1  4281.0  4880.3  5025.9
            V     239.1   230.6   228.4   201.4   162.1   116.0    76.7    37.5
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   239.1   230.6   228.4   201.4   162.1   122.9    83.7    44.5
            M       0.0   433.2   547.4  1786.4  3246.1  4252.1  4804.4  4903.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    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      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
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+   1481.1  1318.8  1010.5   566.9   175.5   139.0     0.0
            V      50.5    63.7    83.9    97.1   106.6   107.4   110.3
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    57.4    70.7    83.9    97.1   106.6   107.4   110.3
            M    1405.2  1290.0  1010.5   566.9   175.5   139.0     0.0
Total     : M+   4880.3  4281.0  3246.1  1786.4   547.4   433.2     0.0
            V      76.7   116.0   162.1   201.4   228.4   230.6   239.1
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    83.7   122.9   162.1   201.4   228.4   230.6   239.1
            M    4804.4  4252.1  3246.1  1786.4   547.4   433.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.019   0.061   0.112   0.147   0.168   0.176
Bottom        -0.000  -0.012  -0.015  -0.049  -0.089  -0.116  -0.132  -0.137
 
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   0.005   0.008   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.112   0.141   0.461   0.840   1.106   1.264   1.318
Bottom        -0.000  -0.090  -0.113  -0.368  -0.666  -0.870  -0.990  -1.032
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.038   0.069   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.028   0.052   0.069   0.079   0.082
Bottom        -0.000  -0.020  -0.025  -0.082  -0.149  -0.196  -0.223  -0.233
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.038   0.043   0.045
Bottom        -0.000  -0.011  -0.014  -0.045  -0.082  -0.108  -0.123  -0.129
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.209   0.377   0.492   0.559   0.578
Precast-top   -0.000   0.038   0.049   0.158   0.286   0.374   0.425   0.440
Bottom        -0.000  -0.111  -0.140  -0.455  -0.821  -1.065  -1.210  -1.251
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.065   0.082   0.267   0.484   0.632   0.720   0.745 
Precast-top    0.002   0.235   0.294   0.920   1.613   2.027   2.299   2.432 
Bottom         0.584   2.227   2.152   1.355   0.463  -0.092  -0.440  -0.584 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.018   0.058   0.106   0.140   0.160   0.167 
Precast-top    0.002   0.197   0.245   0.762   1.327   1.653   1.874   1.992 
Bottom         0.584   2.338   2.292   1.811   1.283   0.974   0.770   0.667 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.019   0.061   0.112   0.147   0.168   0.176
Bottom        -0.000  -0.012  -0.015  -0.049  -0.089  -0.116  -0.132  -0.137
 
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   0.005   0.008   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.112   0.141   0.461   0.840   1.106   1.264   1.318
Bottom        -0.000  -0.090  -0.113  -0.368  -0.666  -0.870  -0.990  -1.032
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.038   0.069   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.028   0.052   0.069   0.079   0.082
Bottom        -0.000  -0.020  -0.025  -0.082  -0.149  -0.196  -0.223  -0.233
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.038   0.043   0.045
Bottom        -0.000  -0.011  -0.014  -0.045  -0.082  -0.108  -0.123  -0.129
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.167   0.302   0.393   0.447   0.463
Precast-top   -0.000   0.031   0.039   0.126   0.229   0.299   0.340   0.352
Bottom        -0.000  -0.089  -0.112  -0.364  -0.656  -0.852  -0.968  -1.001
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.055   0.069   0.225   0.408   0.533   0.608   0.630 
Precast-top    0.002   0.227   0.284   0.888   1.556   1.952   2.214   2.344 
Bottom         0.584   2.249   2.180   1.446   0.627   0.121  -0.198  -0.334 
 

 
 
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   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.138   0.245   0.318   0.356   0.356
Precast-top   -0.000   0.026   0.032   0.105   0.186   0.242   0.271   0.271
Bottom        -0.000  -0.074  -0.094  -0.301  -0.533  -0.689  -0.771  -0.770
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.167   0.298   0.388   0.436   0.439 
Precast-top    0.001   0.124   0.155   0.486   0.849   1.068   1.208   1.267 
Bottom         0.292   1.095   1.052   0.604   0.109  -0.203  -0.386  -0.436 
 

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
    408.4    6.5   67.7    0.804   5.6   6.00e-3 50.0    418.5     1.481    1.760      0.00
      0.0    0.7   67.4     41.9 0.171      29.6 0.87    12.00     0.101    1.174 
Transfer:   3.00
    394.2    6.5   67.7    3.629  25.3   0.50e-3 30.8    296.6     0.534    1.760      0.00
    731.7    3.1   66.1    189.0 0.160     116.1 3.49    12.00     0.101    1.530 
Critical:   6.15
    375.0    6.5   67.7    4.335  25.3  -0.03e-3 28.9    228.6     0.383    1.760      0.00
   1626.3    3.7   65.8    189.0 0.152     162.8 4.91    12.00     0.101    1.602 
0.1L    :  11.13
    344.9    6.5   67.7    5.438  25.3  -0.04e-3 28.9    195.1     0.329    0.827      0.00
   2999.0    4.7   65.4    189.0 0.140     162.8 4.95    12.00     0.101    1.729 
0.2L    :  22.27
    280.9    6.5   63.3    6.944  25.3   0.03e-3 29.1    143.4     0.262    0.496      0.00
   5394.7    4.8   60.9    189.0 0.121     143.4 4.68    24.00     0.101    1.409 
0.3L    :  33.40
    218.3    6.5   66.2    6.944  25.3   1.00e-3 32.5    129.3     0.258    0.413      0.00
   7002.0    4.8   63.8    189.0 0.087      87.9 2.74    24.00     0.101    1.319 
0.4L    :  44.53
    157.1    6.5   67.6    6.944   0.0   1.46e-3 34.1     99.4     0.207    0.413      0.00
   7851.7    4.9   65.2    189.0 0.069      75.1 2.29    24.00     0.101    1.570 
0.5L    :  55.67
     97.2    6.5   67.6    6.944   0.0   1.28e-3 33.5     27.6     0.101    0.413      0.00
   7974.4    4.9   65.2    189.0 0.042      80.5 2.45    24.00     0.101    2.631 
0.6L    :  66.80
    157.1    6.5   67.6    6.944   0.0   1.46e-3 34.1     99.4     0.207    0.413      0.00
   7851.7    4.9   65.2    189.0 0.069      75.1 2.29    24.00     0.101    1.570 
0.7L    :  77.93
    218.3    6.5   66.2    6.944  25.3   1.00e-3 32.5    129.3     0.258    0.413      0.00
   7002.0    4.8   63.8    189.0 0.087      87.9 2.74    24.00     0.101    1.319 
0.8L    :  89.06
    280.9    6.5   63.3    6.944  25.3   0.03e-3 29.1    143.4     0.262    0.496      0.00
   5394.7    4.8   60.9    189.0 0.121     143.4 4.68    24.00     0.101    1.409 
0.9L    : 100.20
    344.9    6.5   67.7    5.438  25.3  -0.04e-3 28.9    195.1     0.329    0.827      0.00
   2999.0    4.7   65.4    189.0 0.140     162.8 4.95    12.00     0.101    1.729 
Critical: 105.18
    375.0    6.5   67.7    4.335  25.3  -0.03e-3 28.9    228.6     0.383    1.760      0.00
   1626.3    3.7   65.8    189.0 0.152     162.8 4.91    12.00     0.101    1.602 
Transfer: 108.33
    394.2    6.5   67.7    3.629  25.3   0.50e-3 30.8    296.6     0.534    1.760      0.00
    731.7    3.1   66.1    189.0 0.160     116.1 3.49    12.00     0.101    1.530 
Bearing : 110.67
    408.4    6.5   67.7    0.804   5.6   6.00e-3 50.0    418.5     1.481    1.760      0.00
      0.0    0.7   67.4     41.9 0.171      29.6 0.87    12.00     0.101    1.174 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.72
 
 
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
    408.4      6.74     67.71    0.71       67.36    24.00      0.300      1.496      0.000      0.000*
Transfer:      2.33
    394.2      6.62     67.71    3.14       66.14    24.00      0.300      1.458      0.000      1.760 
Critical:      5.49
    375.1      6.33     67.71    3.74       65.84    24.00      0.300      1.360      0.000      1.760 
0.1L    :     10.47
    344.9      5.86     67.71    4.67       65.38    24.00      0.300      1.204      0.000      0.827 
0.2L    :     21.60
    280.9      5.13     63.29    4.84       60.86    24.00      0.300      0.959      0.000      0.496 
0.3L    :     32.73
    218.3      3.80     66.18    4.85       63.75    24.00      0.300      0.518      0.000      0.413 
0.4L    :     43.87
    157.1      2.68     67.63    4.85       65.20    24.00      0.300      0.142      0.000      0.413 
0.5L    :     55.00
     97.2      1.66     67.63    4.85       65.20    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    157.1      2.68     67.63    4.85       65.20    24.00      0.300      0.142      0.000      0.413 
0.7L    :     77.27
    218.3      3.80     66.18    4.85       63.75    24.00      0.300      0.518      0.000      0.413 
0.8L    :     88.40
    280.9      5.13     63.29    4.84       60.86    24.00      0.300      0.959      0.000      0.496 
0.9L    :     99.53
    344.9      5.86     67.71    4.67       65.38    24.00      0.300      1.204      0.000      0.827 
Critical:    104.51
    375.1      6.33     67.71    3.74       65.84    24.00      0.300      1.360      0.000      1.760 
Transfer:    107.67
    394.2      6.62     67.71    3.14       66.14    24.00      0.300      1.458      0.000      1.760 
Bearing :    110.00
    408.4      6.74     67.71    0.71       67.36    24.00      0.300      1.496      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
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          :       0.712            1.259            1.475
 
At 0.2 x L = 21.60 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
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          :       1.246            2.200            2.570
 
At 0.3 x L = 32.73 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
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          :       1.610            2.840            3.309
 
At 0.4 x L = 43.87 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.824            3.215            3.741
 
At 0.5 x L = 55.00 ft
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
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          :       1.899            3.347            3.893
 
At 0.6 x L = 66.13 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.824            3.215            3.741
 
At 0.7 x L = 77.27 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
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          :       1.610            2.840            3.309
 
At 0.8 x L = 88.40 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
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          :       1.246            2.200            2.570
 
At 0.9 x L = 99.53 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
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          :       0.712            1.259            1.475
 

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
   736.4    58.3  4.467  265.2    3.7   3.14   5598.2  0.053T 1.00       -       -     -     -  
H/2     :   2.97
   930.6    58.4  4.640  265.0    3.8   3.26   5822.7  0.051T 1.00       -       -     -     -  
0.1L    :  10.47
  3044.5    60.4  6.693  263.1    5.5   4.67   8521.0  0.035T 1.00       -       -     -     -  
0.2L    :  21.60
  5556.8    63.3  6.944  263.2    5.7   4.84   9269.8  0.033T 1.00   7000.4  7000.4    1.32    -  
0.3L    :  32.73
  7320.9    66.2  6.944  263.5    5.7   4.85   9720.6  0.033T 1.00   7211.4  7211.4    1.35    -  
0.4L    :  43.87
  8376.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7293.8  7293.8    1.36    -  
0.5L    :  55.00
  8701.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7242.0  7242.0    1.37    -  
0.6L    :  66.13
  8376.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7293.8  7293.8    1.36    -  
0.7L    :  77.27
  7320.9    66.2  6.944  263.5    5.7   4.85   9720.6  0.033T 1.00   7211.4  7211.4    1.35    -  
0.8L    :  88.40
  5556.8    63.3  6.944  263.2    5.7   4.84   9269.8  0.033T 1.00   7000.4  7000.4    1.32    -  
0.9L    :  99.53
  3044.5    60.4  6.693  263.1    5.5   4.67   8521.0  0.035T 1.00       -       -     -     -  
H/2     : 107.03
   930.6    58.4  4.640  265.0    3.8   3.26   5822.7  0.051T 1.00       -       -     -     -  
Transfer: 107.67
   736.4    58.3  4.467  265.2    3.7   3.14   5598.2  0.053T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.138
 
  2   2 E  60.00 Ft     0.346
        M   6.00 Fb     0.085
 
  3   2 E  58.00 Ft     0.625
        M   4.00 Fb     0.044
 
  4   2 E  56.00 Ft     0.889
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     0.838
        M   6.00 Fb     0.236
 
  6   2 E   6.00 Ft     0.787
        M   6.00 Fb     0.459
 
  7   2 E   6.00 Ft     0.736
        M   6.00 Fb     0.682
 
  8   2 E   4.00 Ft     0.671
        M   4.00 Fb     0.916
 
  9   2 E   4.00 Ft     0.606
        M   4.00 Fb     1.150
 
 10   2 E   4.00 Ft     0.541
        M   4.00 Fb     1.384
 
 11   2 E   4.00 Ft     0.476
        M   4.00 Fb     1.619
 
 12   2 E   2.00 Ft     0.397
        M   2.00 Fb     1.864
 
 13   2 E   2.00 Ft     0.318
        M   2.00 Fb     2.109
 
 14   2 E   2.00 Ft     0.240
        M   2.00 Fb     2.354
 
 15   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.599
 
 16   2 E   2.00 Ft     0.082
        M   2.00 Fb     2.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.31 %               Final losses: 14.00 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.845     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9946.12     8701.94     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   0.745     Midspan    1.800   0.167     Midspan
    Pre.Top:   3.600   2.432     Midspan    2.700   1.992     Midspan
    Pre.Bot:   3.600   2.227    Transfer    2.700   2.338    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465   0.002     Bearing
    Pre.Bot:  -0.465  -0.334     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.267     Midspan
    Pre.Bot:                                                             2.400   1.095    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
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          :       1.899            3.347            3.893
 
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  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.744   (Calculated)    
Live Moment (1  lane  loaded)  : 0.509   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.141   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.913   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    815.4    843.6    843.6    843.6    843.6    843.6    843.6    843.6
  Yb      ,  in    28.60    28.07    28.07    27.98    27.86    27.74    27.67    27.67
  MI(Ixx) , in4   424617   431406   431586   433868   437740   442191   444633   444633
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1582.2   1608.4   1608.4   1608.4   1608.4   1608.4   1608.4   1608.4
  Yb      ,  in    47.37    46.81    46.81    46.77    46.71    46.64    46.61    46.61
  MI(Ixx) , in4  1019906  1050689  1051065  1055647  1062910  1070725  1074839  1074839

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 13.75 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.049 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.062 ft
Holddown Force        =  29.280 kips     Beam Shrtng (PL/AE)   =      0.469 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)       
--------------------------------------------------------------------------------------
      3565.668         740 2638.594     23.119 93633.367  1480.139     704.712        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.6624     No
      2      US#6[M19]       60.00        0.88       8.00       0.7920      1.4590    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4590      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     78.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.1631     90.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      90.6631     99.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6631    104.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50     104.1631    104.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00     104.7051    109.8711    Yes
      2      US#6[M19]       60.00        0.88       8.00     109.8711    110.5381    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.6677    110.7051     No
      2      US#6[M19]       60.00        0.88       6.00     110.7051    111.2051    Yes
      2      US#6[M19]       60.00        0.88       1.25     111.2051    111.3301     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  3.63 in
         P_init    =     1361.2 kips  Ecc = 25.13 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.34 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.99 ksi    0.00 ksi
    due to Composite Loads                                 -1.95 ksi    0.00 ksi
    due to Live Loads                                      -5.39 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.34 ksi  ( 7.31 %)            13.11 ksi ( 6.69 %)
Total Prestress Losses                                    27.45 ksi (14.00 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   207.7   262.5   856.5  1556.1  2038.0  2324.9  2403.8
            V     140.1   136.0   134.9   121.6   102.5    83.5    56.9    37.8
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   140.1   136.0   134.9   121.6   103.8    86.9    70.7    55.4
            M       0.0   205.0   258.7   830.5  1463.5  1855.8  2024.8  1988.1
Total     : M+      0.0   501.9   634.3  2076.0  3791.8  5000.2  5724.2  5950.6
            V     268.8   259.3   256.6   225.8   180.8   135.7    83.2    38.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.8   259.3   256.7   225.8   182.1   139.1    97.0    55.6
            M       0.0   499.2   630.6  2050.0  3699.1  4818.0  5424.1  5534.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   2324.9  2038.0  1556.1   856.5   262.5   207.7     0.0
            V      56.9    83.5   102.5   121.6   134.9   136.0   140.1
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    70.7    86.9   103.8   121.6   134.9   136.0   140.1
            M    2024.8  1855.8  1463.5   830.5   258.7   205.0    -0.0
Total     : M+   5724.2  5000.2  3791.8  2076.0   634.3   501.9     0.0
            V      83.2   135.7   180.8   225.8   256.6   259.3   268.8
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    97.0   139.1   182.1   225.8   256.7   259.3   268.8
            M    5424.1  4818.0  3699.1  2050.0   630.6   499.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   166.2   210.0   685.2  1244.9  1630.4  1859.9  1923.1
            V     112.1   108.8   107.9    97.2    82.0    66.8    45.5    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.1   108.8   107.9    97.3    83.1    69.5    56.6    44.3
            M       0.0   164.0   207.0   664.4  1170.8  1484.6  1619.8  1590.4
Total     : M+      0.0   460.4   581.8  1904.7  3480.5  4592.6  5259.2  5469.9
            V     240.8   232.1   229.7   201.5   160.3   119.0    71.8    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   240.8   232.1   229.7   201.5   161.3   121.8    82.8    44.6
            M       0.0   458.2   578.8  1883.9  3406.4  4446.8  5019.1  5137.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   1859.9  1630.4  1244.9   685.2   210.0   166.2     0.0
            V      45.5    66.8    82.0    97.2   107.9   108.8   112.1
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    56.6    69.5    83.1    97.3   107.9   108.8   112.1
            M    1619.8  1484.6  1170.8   664.4   207.0   164.0    -0.0
Total     : M+   5259.2  4592.6  3480.5  1904.7   581.8   460.4     0.0
            V      71.8   119.0   160.3   201.5   229.7   232.1   240.8
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    82.8   121.8   161.3   201.5   229.7   232.1   240.8
            M    5019.1  4446.8  3406.4  1883.9   578.8   458.2    -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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   132.1   167.0   547.7  1003.7  1329.5  1524.9  1590.1
(Max)       V      57.8    55.4    54.7    46.8    35.1    23.4    11.7     0.0
Self wt.  : M       0.0    95.1   120.3   394.3   722.7   957.2  1098.0  1144.9
(Min)       V      41.6    39.9    39.4    33.7    25.3    16.9     8.4     0.0
DL-Prec.  : M       0.0    19.1    24.2    79.3   145.3   192.4   220.7   230.1
DC(Max)     V       8.4     8.0     7.9     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    17.4    57.1   104.6   138.5   158.9   165.7
DC(Min)     V       6.0     5.8     5.7     4.9     3.7     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   143.6   181.5   595.1  1090.6  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    59.4    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.4   130.7   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    42.8    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.9     3.3     6.8    10.2    13.7    17.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    58.8   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.3    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    42.3   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    13.9    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    38.9   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.7    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    16.9    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.5     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   363.5   459.3  1498.9  2723.3  3566.5  4068.6  4206.7
            V     245.2   238.0   236.0   212.7   179.4   146.0    99.6    66.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   245.2   238.0   236.0   212.8   181.7   152.0   123.8    96.9
            M       0.0   358.8   452.7  1453.4  2561.2  3247.6  3543.4  3479.1
Total     : M+      0.0   736.4   930.6  3044.5  5556.8  7320.9  8376.9  8701.9
            V     408.4   394.2   390.4   344.9   278.6   212.3   132.8    66.5
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   408.4   394.2   390.4   344.9   280.9   218.3   157.1    97.2
            M       0.0   731.7   924.0  2999.0  5394.7  7002.0  7851.7  7974.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1524.9  1329.5  1003.7   547.7   167.0   132.1     0.0
(Max)       V      11.7    23.4    35.1    46.8    54.7    55.4    57.8
Self wt.  : M    1098.0   957.2   722.7   394.3   120.3    95.1     0.0
(Min)       V       8.4    16.9    25.3    33.7    39.4    39.9    41.6
DL-Prec.  : M     220.7   192.4   145.3    79.3    24.2    19.1     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     7.9     8.0     8.4
DL-Prec.  : M     158.9   138.5   104.6    57.1    17.4    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.7     5.8     6.0
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    1656.9  1444.5  1090.6   595.1   181.5   143.6     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    59.4    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4   130.7   103.4     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    42.8    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     536.7   467.9   353.3   192.8    58.8    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.3    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    42.3    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    13.9    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    38.9    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.7    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    16.9    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.8
LL + I    : M+   4068.6  3566.5  2723.3  1498.9   459.3   363.5     0.0
            V      99.6   146.0   179.4   212.7   236.0   238.0   245.2
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   123.8   152.0   181.7   212.8   236.0   238.0   245.2
            M    3543.4  3247.6  2561.2  1453.4   452.7   358.8    -0.0
Total     : M+   8376.9  7320.9  5556.8  3044.5   930.6   736.4     0.0
            V     132.8   212.3   278.6   344.9   390.4   394.2   408.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   157.1   218.3   280.9   344.9   390.4   394.2   408.4
            M    7851.7  7002.0  5394.7  2999.0   924.0   731.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               57.8             57.8
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     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    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    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     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     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    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     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   139.0   175.5   566.9  1010.5  1318.8  1481.1  1479.1
            V     110.3   107.4   106.6    97.1    83.9    63.7    50.5    37.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.3   107.4   106.6    97.1    83.9    70.7    57.4    44.2
            M       0.0   139.0   175.5   566.9  1010.5  1290.0  1405.2  1356.2
Total     : M+      0.0   433.2   547.4  1786.4  3246.1  4281.0  4880.3  5025.9
            V     239.1   230.6   228.4   201.4   162.1   116.0    76.7    37.5
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   239.1   230.6   228.4   201.4   162.1   122.9    83.7    44.5
            M       0.0   433.2   547.4  1786.4  3246.1  4252.1  4804.4  4903.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    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      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
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+   1481.1  1318.8  1010.5   566.9   175.5   139.0     0.0
            V      50.5    63.7    83.9    97.1   106.6   107.4   110.3
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    57.4    70.7    83.9    97.1   106.6   107.4   110.3
            M    1405.2  1290.0  1010.5   566.9   175.5   139.0     0.0
Total     : M+   4880.3  4281.0  3246.1  1786.4   547.4   433.2     0.0
            V      76.7   116.0   162.1   201.4   228.4   230.6   239.1
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    83.7   122.9   162.1   201.4   228.4   230.6   239.1
            M    4804.4  4252.1  3246.1  1786.4   547.4   433.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.019   0.061   0.112   0.147   0.168   0.176
Bottom        -0.000  -0.012  -0.015  -0.049  -0.089  -0.116  -0.132  -0.137
 
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   0.005   0.008   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.112   0.141   0.461   0.840   1.106   1.264   1.318
Bottom        -0.000  -0.090  -0.113  -0.368  -0.666  -0.870  -0.990  -1.032
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.038   0.069   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.028   0.052   0.069   0.079   0.082
Bottom        -0.000  -0.020  -0.025  -0.082  -0.149  -0.196  -0.223  -0.233
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.038   0.043   0.045
Bottom        -0.000  -0.011  -0.014  -0.045  -0.082  -0.108  -0.123  -0.129
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.209   0.377   0.492   0.559   0.578
Precast-top   -0.000   0.038   0.049   0.158   0.286   0.374   0.425   0.440
Bottom        -0.000  -0.111  -0.140  -0.455  -0.821  -1.065  -1.210  -1.251
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.065   0.082   0.267   0.484   0.632   0.720   0.745 
Precast-top    0.002   0.235   0.294   0.920   1.613   2.027   2.299   2.432 
Bottom         0.584   2.227   2.152   1.355   0.463  -0.092  -0.440  -0.584 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.018   0.058   0.106   0.140   0.160   0.167 
Precast-top    0.002   0.197   0.245   0.762   1.327   1.653   1.874   1.992 
Bottom         0.584   2.338   2.292   1.811   1.283   0.974   0.770   0.667 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.019   0.061   0.112   0.147   0.168   0.176
Bottom        -0.000  -0.012  -0.015  -0.049  -0.089  -0.116  -0.132  -0.137
 
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   0.005   0.008   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.112   0.141   0.461   0.840   1.106   1.264   1.318
Bottom        -0.000  -0.090  -0.113  -0.368  -0.666  -0.870  -0.990  -1.032
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.038   0.069   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.028   0.052   0.069   0.079   0.082
Bottom        -0.000  -0.020  -0.025  -0.082  -0.149  -0.196  -0.223  -0.233
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.038   0.043   0.045
Bottom        -0.000  -0.011  -0.014  -0.045  -0.082  -0.108  -0.123  -0.129
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.167   0.302   0.393   0.447   0.463
Precast-top   -0.000   0.031   0.039   0.126   0.229   0.299   0.340   0.352
Bottom        -0.000  -0.089  -0.112  -0.364  -0.656  -0.852  -0.968  -1.001
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.055   0.069   0.225   0.408   0.533   0.608   0.630 
Precast-top    0.002   0.227   0.284   0.888   1.556   1.952   2.214   2.344 
Bottom         0.584   2.249   2.180   1.446   0.627   0.121  -0.198  -0.334 
 

 
 
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   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.138   0.245   0.318   0.356   0.356
Precast-top   -0.000   0.026   0.032   0.105   0.186   0.242   0.271   0.271
Bottom        -0.000  -0.074  -0.094  -0.301  -0.533  -0.689  -0.771  -0.770
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.167   0.298   0.388   0.436   0.439 
Precast-top    0.001   0.124   0.155   0.486   0.849   1.068   1.208   1.267 
Bottom         0.292   1.095   1.052   0.604   0.109  -0.203  -0.386  -0.436 
 

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
    408.4    6.5   67.7    0.804   5.6   6.00e-3 50.0    418.5     1.481    1.760      0.00
      0.0    0.7   67.4     41.9 0.171      29.6 0.87    12.00     0.101    1.174 
Transfer:   3.00
    394.2    6.5   67.7    3.629  25.3   0.50e-3 30.8    296.6     0.534    1.760      0.00
    731.7    3.1   66.1    189.0 0.160     116.1 3.49    12.00     0.101    1.530 
Critical:   6.15
    375.0    6.5   67.7    4.335  25.3  -0.03e-3 28.9    228.6     0.383    1.760      0.00
   1626.3    3.7   65.8    189.0 0.152     162.8 4.91    12.00     0.101    1.602 
0.1L    :  11.13
    344.9    6.5   67.7    5.438  25.3  -0.04e-3 28.9    195.1     0.329    0.827      0.00
   2999.0    4.7   65.4    189.0 0.140     162.8 4.95    12.00     0.101    1.729 
0.2L    :  22.27
    280.9    6.5   63.3    6.944  25.3   0.03e-3 29.1    143.4     0.262    0.496      0.00
   5394.7    4.8   60.9    189.0 0.121     143.4 4.68    24.00     0.101    1.409 
0.3L    :  33.40
    218.3    6.5   66.2    6.944  25.3   1.00e-3 32.5    129.3     0.258    0.413      0.00
   7002.0    4.8   63.8    189.0 0.087      87.9 2.74    24.00     0.101    1.319 
0.4L    :  44.53
    157.1    6.5   67.6    6.944   0.0   1.46e-3 34.1     99.4     0.207    0.413      0.00
   7851.7    4.9   65.2    189.0 0.069      75.1 2.29    24.00     0.101    1.570 
0.5L    :  55.67
     97.2    6.5   67.6    6.944   0.0   1.28e-3 33.5     27.6     0.101    0.413      0.00
   7974.4    4.9   65.2    189.0 0.042      80.5 2.45    24.00     0.101    2.631 
0.6L    :  66.80
    157.1    6.5   67.6    6.944   0.0   1.46e-3 34.1     99.4     0.207    0.413      0.00
   7851.7    4.9   65.2    189.0 0.069      75.1 2.29    24.00     0.101    1.570 
0.7L    :  77.93
    218.3    6.5   66.2    6.944  25.3   1.00e-3 32.5    129.3     0.258    0.413      0.00
   7002.0    4.8   63.8    189.0 0.087      87.9 2.74    24.00     0.101    1.319 
0.8L    :  89.06
    280.9    6.5   63.3    6.944  25.3   0.03e-3 29.1    143.4     0.262    0.496      0.00
   5394.7    4.8   60.9    189.0 0.121     143.4 4.68    24.00     0.101    1.409 
0.9L    : 100.20
    344.9    6.5   67.7    5.438  25.3  -0.04e-3 28.9    195.1     0.329    0.827      0.00
   2999.0    4.7   65.4    189.0 0.140     162.8 4.95    12.00     0.101    1.729 
Critical: 105.18
    375.0    6.5   67.7    4.335  25.3  -0.03e-3 28.9    228.6     0.383    1.760      0.00
   1626.3    3.7   65.8    189.0 0.152     162.8 4.91    12.00     0.101    1.602 
Transfer: 108.33
    394.2    6.5   67.7    3.629  25.3   0.50e-3 30.8    296.6     0.534    1.760      0.00
    731.7    3.1   66.1    189.0 0.160     116.1 3.49    12.00     0.101    1.530 
Bearing : 110.67
    408.4    6.5   67.7    0.804   5.6   6.00e-3 50.0    418.5     1.481    1.760      0.00
      0.0    0.7   67.4     41.9 0.171      29.6 0.87    12.00     0.101    1.174 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.72
 
 
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
    408.4      6.74     67.71    0.71       67.36    24.00      0.300      1.496      0.000      0.000*
Transfer:      2.33
    394.2      6.62     67.71    3.14       66.14    24.00      0.300      1.458      0.000      1.760 
Critical:      5.49
    375.1      6.33     67.71    3.74       65.84    24.00      0.300      1.360      0.000      1.760 
0.1L    :     10.47
    344.9      5.86     67.71    4.67       65.38    24.00      0.300      1.204      0.000      0.827 
0.2L    :     21.60
    280.9      5.13     63.29    4.84       60.86    24.00      0.300      0.959      0.000      0.496 
0.3L    :     32.73
    218.3      3.80     66.18    4.85       63.75    24.00      0.300      0.518      0.000      0.413 
0.4L    :     43.87
    157.1      2.68     67.63    4.85       65.20    24.00      0.300      0.142      0.000      0.413 
0.5L    :     55.00
     97.2      1.66     67.63    4.85       65.20    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    157.1      2.68     67.63    4.85       65.20    24.00      0.300      0.142      0.000      0.413 
0.7L    :     77.27
    218.3      3.80     66.18    4.85       63.75    24.00      0.300      0.518      0.000      0.413 
0.8L    :     88.40
    280.9      5.13     63.29    4.84       60.86    24.00      0.300      0.959      0.000      0.496 
0.9L    :     99.53
    344.9      5.86     67.71    4.67       65.38    24.00      0.300      1.204      0.000      0.827 
Critical:    104.51
    375.1      6.33     67.71    3.74       65.84    24.00      0.300      1.360      0.000      1.760 
Transfer:    107.67
    394.2      6.62     67.71    3.14       66.14    24.00      0.300      1.458      0.000      1.760 
Bearing :    110.00
    408.4      6.74     67.71    0.71       67.36    24.00      0.300      1.496      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
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          :       0.712            1.259            1.475
 
At 0.2 x L = 21.60 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
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          :       1.246            2.200            2.570
 
At 0.3 x L = 32.73 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
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          :       1.610            2.840            3.309
 
At 0.4 x L = 43.87 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.824            3.215            3.741
 
At 0.5 x L = 55.00 ft
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
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          :       1.899            3.347            3.893
 
At 0.6 x L = 66.13 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.824            3.215            3.741
 
At 0.7 x L = 77.27 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
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          :       1.610            2.840            3.309
 
At 0.8 x L = 88.40 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
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          :       1.246            2.200            2.570
 
At 0.9 x L = 99.53 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
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          :       0.712            1.259            1.475
 

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
   736.4    58.3  4.467  265.2    3.7   3.14   5598.2  0.053T 1.00       -       -     -     -  
H/2     :   2.97
   930.6    58.4  4.640  265.0    3.8   3.26   5822.7  0.051T 1.00       -       -     -     -  
0.1L    :  10.47
  3044.5    60.4  6.693  263.1    5.5   4.67   8521.0  0.035T 1.00       -       -     -     -  
0.2L    :  21.60
  5556.8    63.3  6.944  263.2    5.7   4.84   9269.8  0.033T 1.00   7000.4  7000.4    1.32    -  
0.3L    :  32.73
  7320.9    66.2  6.944  263.5    5.7   4.85   9720.6  0.033T 1.00   7211.4  7211.4    1.35    -  
0.4L    :  43.87
  8376.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7293.8  7293.8    1.36    -  
0.5L    :  55.00
  8701.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7242.0  7242.0    1.37    -  
0.6L    :  66.13
  8376.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7293.8  7293.8    1.36    -  
0.7L    :  77.27
  7320.9    66.2  6.944  263.5    5.7   4.85   9720.6  0.033T 1.00   7211.4  7211.4    1.35    -  
0.8L    :  88.40
  5556.8    63.3  6.944  263.2    5.7   4.84   9269.8  0.033T 1.00   7000.4  7000.4    1.32    -  
0.9L    :  99.53
  3044.5    60.4  6.693  263.1    5.5   4.67   8521.0  0.035T 1.00       -       -     -     -  
H/2     : 107.03
   930.6    58.4  4.640  265.0    3.8   3.26   5822.7  0.051T 1.00       -       -     -     -  
Transfer: 107.67
   736.4    58.3  4.467  265.2    3.7   3.14   5598.2  0.053T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.138
 
  2   2 E  60.00 Ft     0.346
        M   6.00 Fb     0.085
 
  3   2 E  58.00 Ft     0.625
        M   4.00 Fb     0.044
 
  4   2 E  56.00 Ft     0.889
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     0.838
        M   6.00 Fb     0.236
 
  6   2 E   6.00 Ft     0.787
        M   6.00 Fb     0.459
 
  7   2 E   6.00 Ft     0.736
        M   6.00 Fb     0.682
 
  8   2 E   4.00 Ft     0.671
        M   4.00 Fb     0.916
 
  9   2 E   4.00 Ft     0.606
        M   4.00 Fb     1.150
 
 10   2 E   4.00 Ft     0.541
        M   4.00 Fb     1.384
 
 11   2 E   4.00 Ft     0.476
        M   4.00 Fb     1.619
 
 12   2 E   2.00 Ft     0.397
        M   2.00 Fb     1.864
 
 13   2 E   2.00 Ft     0.318
        M   2.00 Fb     2.109
 
 14   2 E   2.00 Ft     0.240
        M   2.00 Fb     2.354
 
 15   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.599
 
 16   2 E   2.00 Ft     0.082
        M   2.00 Fb     2.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.31 %               Final losses: 14.00 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.845     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9946.12     8701.94     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   0.745     Midspan    1.800   0.167     Midspan
    Pre.Top:   3.600   2.432     Midspan    2.700   1.992     Midspan
    Pre.Bot:   3.600   2.227    Transfer    2.700   2.338    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465   0.002     Bearing
    Pre.Bot:  -0.465  -0.334     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.267     Midspan
    Pre.Bot:                                                             2.400   1.095    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
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          :       1.899            3.347            3.893
 
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  110.00
     DC  Line       0.087      0.00       0.087  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.50    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.744   (Calculated)    
Live Moment (1  lane  loaded)  : 0.509   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.141   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.913   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1574.8 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4          1011350 in4#
Ht. of c.g.           =        28.75 in             47.53 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1754.8 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    815.4    843.6    843.6    843.6    843.6    843.6    843.6    843.6
  Yb      ,  in    28.60    28.07    28.07    27.98    27.86    27.74    27.67    27.67
  MI(Ixx) , in4   424617   431406   431586   433868   437740   442191   444633   444633
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1582.2   1608.4   1608.4   1608.4   1608.4   1608.4   1608.4   1608.4
  Yb      ,  in    47.37    46.81    46.81    46.77    46.71    46.64    46.61    46.61
  MI(Ixx) , in4  1019906  1050689  1051065  1055647  1062910  1070725  1074839  1074839

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 13.75 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.049 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.062 ft
Holddown Force        =  29.280 kips     Beam Shrtng (PL/AE)   =      0.469 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)       
--------------------------------------------------------------------------------------
      3565.668         740 2638.594     23.119 93633.367  1480.139     704.712        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.6624     No
      2      US#6[M19]       60.00        0.88       8.00       0.7920      1.4590    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4590      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     78.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.1631     90.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      90.6631     99.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6631    104.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50     104.1631    104.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00     104.7051    109.8711    Yes
      2      US#6[M19]       60.00        0.88       8.00     109.8711    110.5381    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.6677    110.7051     No
      2      US#6[M19]       60.00        0.88       6.00     110.7051    111.2051    Yes
      2      US#6[M19]       60.00        0.88       1.25     111.2051    111.3301     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  3.63 in
         P_init    =     1361.2 kips  Ecc = 25.13 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.34 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.99 ksi    0.00 ksi
    due to Composite Loads                                 -1.95 ksi    0.00 ksi
    due to Live Loads                                      -5.39 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.34 ksi  ( 7.31 %)            13.11 ksi ( 6.69 %)
Total Prestress Losses                                    27.45 ksi (14.00 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   207.7   262.5   856.5  1556.1  2038.0  2324.9  2403.8
            V     140.1   136.0   134.9   121.6   102.5    83.5    56.9    37.8
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   140.1   136.0   134.9   121.6   103.8    86.9    70.7    55.4
            M       0.0   205.0   258.7   830.5  1463.5  1855.8  2024.8  1988.1
Total     : M+      0.0   501.9   634.3  2076.0  3791.8  5000.2  5724.2  5950.6
            V     268.8   259.3   256.6   225.8   180.8   135.7    83.2    38.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   268.8   259.3   256.7   225.8   182.1   139.1    97.0    55.6
            M       0.0   499.2   630.6  2050.0  3699.1  4818.0  5424.1  5534.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   2324.9  2038.0  1556.1   856.5   262.5   207.7     0.0
            V      56.9    83.5   102.5   121.6   134.9   136.0   140.1
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    70.7    86.9   103.8   121.6   134.9   136.0   140.1
            M    2024.8  1855.8  1463.5   830.5   258.7   205.0    -0.0
Total     : M+   5724.2  5000.2  3791.8  2076.0   634.3   501.9     0.0
            V      83.2   135.7   180.8   225.8   256.6   259.3   268.8
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    97.0   139.1   182.1   225.8   256.7   259.3   268.8
            M    5424.1  4818.0  3699.1  2050.0   630.6   499.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            50.3             50.3
Diaphragm               0.2              0.3
DL-Prec.(DC)            6.7              6.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    40.7    30.5    20.3    10.2     0.0
Diaphragm : M       0.0     0.6     0.7     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   166.2   210.0   685.2  1244.9  1630.4  1859.9  1923.1
            V     112.1   108.8   107.9    97.2    82.0    66.8    45.5    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   112.1   108.8   107.9    97.3    83.1    69.5    56.6    44.3
            M       0.0   164.0   207.0   664.4  1170.8  1484.6  1619.8  1590.4
Total     : M+      0.0   460.4   581.8  1904.7  3480.5  4592.6  5259.2  5469.9
            V     240.8   232.1   229.7   201.5   160.3   119.0    71.8    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   240.8   232.1   229.7   201.5   161.3   121.8    82.8    44.6
            M       0.0   458.2   578.8  1883.9  3406.4  4446.8  5019.1  5137.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    50.3
Diaphragm : M      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   1859.9  1630.4  1244.9   685.2   210.0   166.2     0.0
            V      45.5    66.8    82.0    97.2   107.9   108.8   112.1
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    56.6    69.5    83.1    97.3   107.9   108.8   112.1
            M    1619.8  1484.6  1170.8   664.4   207.0   164.0    -0.0
Total     : M+   5259.2  4592.6  3480.5  1904.7   581.8   460.4     0.0
            V      71.8   119.0   160.3   201.5   229.7   232.1   240.8
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    82.8   121.8   161.3   201.5   229.7   232.1   240.8
            M    5019.1  4446.8  3406.4  1883.9   578.8   458.2    -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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   132.1   167.0   547.7  1003.7  1329.5  1524.9  1590.1
(Max)       V      57.8    55.4    54.7    46.8    35.1    23.4    11.7     0.0
Self wt.  : M       0.0    95.1   120.3   394.3   722.7   957.2  1098.0  1144.9
(Min)       V      41.6    39.9    39.4    33.7    25.3    16.9     8.4     0.0
DL-Prec.  : M       0.0    19.1    24.2    79.3   145.3   192.4   220.7   230.1
DC(Max)     V       8.4     8.0     7.9     6.8     5.1     3.4     1.7     0.0
DL-Prec.  : M       0.0    13.8    17.4    57.1   104.6   138.5   158.9   165.7
DC(Min)     V       6.0     5.8     5.7     4.9     3.7     2.4     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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   143.6   181.5   595.1  1090.6  1444.5  1656.9  1727.7
Haunch (Max)V      62.8    60.2    59.4    50.9    38.2    25.4    12.7     0.0
Deck +    : M       0.0   103.4   130.7   428.4   785.2  1040.0  1192.9  1243.9
Haunch (Min)V      45.2    43.3    42.8    36.6    27.5    18.3     9.2     0.0
Diaphragm : M       0.0     0.7     0.9     3.3     6.8    10.2    13.7    17.2
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.5     0.7     2.4     4.9     7.4     9.9    12.4
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M       0.0    46.5    58.8   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.3    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    42.3   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    13.9    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    38.9   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.7    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    16.9    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.5     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   363.5   459.3  1498.9  2723.3  3566.5  4068.6  4206.7
            V     245.2   238.0   236.0   212.7   179.4   146.0    99.6    66.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   245.2   238.0   236.0   212.8   181.7   152.0   123.8    96.9
            M       0.0   358.8   452.7  1453.4  2561.2  3247.6  3543.4  3479.1
Total     : M+      0.0   736.4   930.6  3044.5  5556.8  7320.9  8376.9  8701.9
            V     408.4   394.2   390.4   344.9   278.6   212.3   132.8    66.5
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   408.4   394.2   390.4   344.9   280.9   218.3   157.1    97.2
            M       0.0   731.7   924.0  2999.0  5394.7  7002.0  7851.7  7974.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1524.9  1329.5  1003.7   547.7   167.0   132.1     0.0
(Max)       V      11.7    23.4    35.1    46.8    54.7    55.4    57.8
Self wt.  : M    1098.0   957.2   722.7   394.3   120.3    95.1     0.0
(Min)       V       8.4    16.9    25.3    33.7    39.4    39.9    41.6
DL-Prec.  : M     220.7   192.4   145.3    79.3    24.2    19.1     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     7.9     8.0     8.4
DL-Prec.  : M     158.9   138.5   104.6    57.1    17.4    13.8     0.0
DC(Min)     V       1.2     2.4     3.7     4.9     5.7     5.8     6.0
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    1656.9  1444.5  1090.6   595.1   181.5   143.6     0.0
Haunch (Max)V      12.7    25.4    38.2    50.9    59.4    60.2    62.8
Deck +    : M    1192.9  1040.0   785.2   428.4   130.7   103.4     0.0
Haunch (Min)V       9.2    18.3    27.5    36.6    42.8    43.3    45.2
Diaphragm : M      13.7    10.2     6.8     3.3     0.9     0.7     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       9.9     7.4     4.9     2.4     0.7     0.5     0.0
(Min)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
DL-Comp   : M     536.7   467.9   353.3   192.8    58.8    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.3    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    42.3    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    13.9    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    38.9    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.7    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    16.9    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.8
LL + I    : M+   4068.6  3566.5  2723.3  1498.9   459.3   363.5     0.0
            V      99.6   146.0   179.4   212.7   236.0   238.0   245.2
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   123.8   152.0   181.7   212.8   236.0   238.0   245.2
            M    3543.4  3247.6  2561.2  1453.4   452.7   358.8    -0.0
Total     : M+   8376.9  7320.9  5556.8  3044.5   930.6   736.4     0.0
            V     132.8   212.3   278.6   344.9   390.4   394.2   408.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   157.1   218.3   280.9   344.9   390.4   394.2   408.4
            M    7851.7  7002.0  5394.7  2999.0   924.0   731.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               57.8             57.8
Deck+Haunch            62.8             62.8
Diaphragm               0.3              0.3
DL-Prec.(DC)            8.4              8.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     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    15.3    19.3    63.4   116.2   153.9   176.6   184.1
DC(Max)     V       6.7     6.4     6.3     5.4     4.1     2.7     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   114.9   145.2   476.0   872.5  1155.6  1325.5  1382.1
Haunch (Max)V      50.3    48.1    47.5    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     2.6     5.4     8.2    11.0    13.7
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     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    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     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   139.0   175.5   566.9  1010.5  1318.8  1481.1  1479.1
            V     110.3   107.4   106.6    97.1    83.9    63.7    50.5    37.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   110.3   107.4   106.6    97.1    83.9    70.7    57.4    44.2
            M       0.0   139.0   175.5   566.9  1010.5  1290.0  1405.2  1356.2
Total     : M+      0.0   433.2   547.4  1786.4  3246.1  4281.0  4880.3  5025.9
            V     239.1   230.6   228.4   201.4   162.1   116.0    76.7    37.5
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   239.1   230.6   228.4   201.4   162.1   122.9    83.7    44.5
            M       0.0   433.2   547.4  1786.4  3246.1  4252.1  4804.4  4903.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     176.6   153.9   116.2    63.4    19.3    15.3     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     6.3     6.4     6.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1325.5  1155.6   872.5   476.0   145.2   114.9     0.0
Haunch (Max)V      10.2    20.3    30.5    40.7    47.5    48.1    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      11.0     8.2     5.4     2.6     0.7     0.6     0.0
(Max)       V       0.3     0.3     0.3     0.3     0.3     0.3     0.3
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
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+   1481.1  1318.8  1010.5   566.9   175.5   139.0     0.0
            V      50.5    63.7    83.9    97.1   106.6   107.4   110.3
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    57.4    70.7    83.9    97.1   106.6   107.4   110.3
            M    1405.2  1290.0  1010.5   566.9   175.5   139.0     0.0
Total     : M+   4880.3  4281.0  3246.1  1786.4   547.4   433.2     0.0
            V      76.7   116.0   162.1   201.4   228.4   230.6   239.1
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    83.7   122.9   162.1   201.4   228.4   230.6   239.1
            M    4804.4  4252.1  3246.1  1786.4   547.4   433.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.019   0.061   0.112   0.147   0.168   0.176
Bottom        -0.000  -0.012  -0.015  -0.049  -0.089  -0.116  -0.132  -0.137
 
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   0.005   0.008   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.112   0.141   0.461   0.840   1.106   1.264   1.318
Bottom        -0.000  -0.090  -0.113  -0.368  -0.666  -0.870  -0.990  -1.032
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.038   0.069   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.028   0.052   0.069   0.079   0.082
Bottom        -0.000  -0.020  -0.025  -0.082  -0.149  -0.196  -0.223  -0.233
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.038   0.043   0.045
Bottom        -0.000  -0.011  -0.014  -0.045  -0.082  -0.108  -0.123  -0.129
 
LL+I(+)
Topping-top   -0.000   0.051   0.064   0.209   0.377   0.492   0.559   0.578
Precast-top   -0.000   0.038   0.049   0.158   0.286   0.374   0.425   0.440
Bottom        -0.000  -0.111  -0.140  -0.455  -0.821  -1.065  -1.210  -1.251
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.065   0.082   0.267   0.484   0.632   0.720   0.745 
Precast-top    0.002   0.235   0.294   0.920   1.613   2.027   2.299   2.432 
Bottom         0.584   2.227   2.152   1.355   0.463  -0.092  -0.440  -0.584 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.018   0.058   0.106   0.140   0.160   0.167 
Precast-top    0.002   0.197   0.245   0.762   1.327   1.653   1.874   1.992 
Bottom         0.584   2.338   2.292   1.811   1.283   0.974   0.770   0.667 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.019   0.061   0.112   0.147   0.168   0.176
Bottom        -0.000  -0.012  -0.015  -0.049  -0.089  -0.116  -0.132  -0.137
 
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   0.005   0.008   0.010   0.013
Bottom        -0.000  -0.000  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.112   0.141   0.461   0.840   1.106   1.264   1.318
Bottom        -0.000  -0.090  -0.113  -0.368  -0.666  -0.870  -0.990  -1.032
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.011   0.038   0.069   0.090   0.103   0.108
Precast-top   -0.000   0.007   0.009   0.028   0.052   0.069   0.079   0.082
Bottom        -0.000  -0.020  -0.025  -0.082  -0.149  -0.196  -0.223  -0.233
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.006   0.021   0.038   0.050   0.057   0.059
Precast-top   -0.000   0.004   0.005   0.016   0.029   0.038   0.043   0.045
Bottom        -0.000  -0.011  -0.014  -0.045  -0.082  -0.108  -0.123  -0.129
 
LL+I(+)
Topping-top   -0.000   0.041   0.051   0.167   0.302   0.393   0.447   0.463
Precast-top   -0.000   0.031   0.039   0.126   0.229   0.299   0.340   0.352
Bottom        -0.000  -0.089  -0.112  -0.364  -0.656  -0.852  -0.968  -1.001
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.055   0.069   0.225   0.408   0.533   0.608   0.630 
Precast-top    0.002   0.227   0.284   0.888   1.556   1.952   2.214   2.344 
Bottom         0.584   2.249   2.180   1.446   0.627   0.121  -0.198  -0.334 
 

 
 
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   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000   0.034   0.043   0.138   0.245   0.318   0.356   0.356
Precast-top   -0.000   0.026   0.032   0.105   0.186   0.242   0.271   0.271
Bottom        -0.000  -0.074  -0.094  -0.301  -0.533  -0.689  -0.771  -0.770
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.041   0.052   0.167   0.298   0.388   0.436   0.439 
Precast-top    0.001   0.124   0.155   0.486   0.849   1.068   1.208   1.267 
Bottom         0.292   1.095   1.052   0.604   0.109  -0.203  -0.386  -0.436 
 

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
    408.4    6.5   67.7    0.804   5.6   6.00e-3 50.0    418.5     1.481    1.760      0.00
      0.0    0.7   67.4     41.9 0.171      29.6 0.87    12.00     0.101    1.174 
Transfer:   3.00
    394.2    6.5   67.7    3.629  25.3   0.50e-3 30.8    296.6     0.534    1.760      0.00
    731.7    3.1   66.1    189.0 0.160     116.1 3.49    12.00     0.101    1.530 
Critical:   6.15
    375.0    6.5   67.7    4.335  25.3  -0.03e-3 28.9    228.6     0.383    1.760      0.00
   1626.3    3.7   65.8    189.0 0.152     162.8 4.91    12.00     0.101    1.602 
0.1L    :  11.13
    344.9    6.5   67.7    5.438  25.3  -0.04e-3 28.9    195.1     0.329    0.827      0.00
   2999.0    4.7   65.4    189.0 0.140     162.8 4.95    12.00     0.101    1.729 
0.2L    :  22.27
    280.9    6.5   63.3    6.944  25.3   0.03e-3 29.1    143.4     0.262    0.496      0.00
   5394.7    4.8   60.9    189.0 0.121     143.4 4.68    24.00     0.101    1.409 
0.3L    :  33.40
    218.3    6.5   66.2    6.944  25.3   1.00e-3 32.5    129.3     0.258    0.413      0.00
   7002.0    4.8   63.8    189.0 0.087      87.9 2.74    24.00     0.101    1.319 
0.4L    :  44.53
    157.1    6.5   67.6    6.944   0.0   1.46e-3 34.1     99.4     0.207    0.413      0.00
   7851.7    4.9   65.2    189.0 0.069      75.1 2.29    24.00     0.101    1.570 
0.5L    :  55.67
     97.2    6.5   67.6    6.944   0.0   1.28e-3 33.5     27.6     0.101    0.413      0.00
   7974.4    4.9   65.2    189.0 0.042      80.5 2.45    24.00     0.101    2.631 
0.6L    :  66.80
    157.1    6.5   67.6    6.944   0.0   1.46e-3 34.1     99.4     0.207    0.413      0.00
   7851.7    4.9   65.2    189.0 0.069      75.1 2.29    24.00     0.101    1.570 
0.7L    :  77.93
    218.3    6.5   66.2    6.944  25.3   1.00e-3 32.5    129.3     0.258    0.413      0.00
   7002.0    4.8   63.8    189.0 0.087      87.9 2.74    24.00     0.101    1.319 
0.8L    :  89.06
    280.9    6.5   63.3    6.944  25.3   0.03e-3 29.1    143.4     0.262    0.496      0.00
   5394.7    4.8   60.9    189.0 0.121     143.4 4.68    24.00     0.101    1.409 
0.9L    : 100.20
    344.9    6.5   67.7    5.438  25.3  -0.04e-3 28.9    195.1     0.329    0.827      0.00
   2999.0    4.7   65.4    189.0 0.140     162.8 4.95    12.00     0.101    1.729 
Critical: 105.18
    375.0    6.5   67.7    4.335  25.3  -0.03e-3 28.9    228.6     0.383    1.760      0.00
   1626.3    3.7   65.8    189.0 0.152     162.8 4.91    12.00     0.101    1.602 
Transfer: 108.33
    394.2    6.5   67.7    3.629  25.3   0.50e-3 30.8    296.6     0.534    1.760      0.00
    731.7    3.1   66.1    189.0 0.160     116.1 3.49    12.00     0.101    1.530 
Bearing : 110.67
    408.4    6.5   67.7    0.804   5.6   6.00e-3 50.0    418.5     1.481    1.760      0.00
      0.0    0.7   67.4     41.9 0.171      29.6 0.87    12.00     0.101    1.174 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.72
 
 
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
    408.4      6.74     67.71    0.71       67.36    24.00      0.300      1.496      0.000      0.000*
Transfer:      2.33
    394.2      6.62     67.71    3.14       66.14    24.00      0.300      1.458      0.000      1.760 
Critical:      5.49
    375.1      6.33     67.71    3.74       65.84    24.00      0.300      1.360      0.000      1.760 
0.1L    :     10.47
    344.9      5.86     67.71    4.67       65.38    24.00      0.300      1.204      0.000      0.827 
0.2L    :     21.60
    280.9      5.13     63.29    4.84       60.86    24.00      0.300      0.959      0.000      0.496 
0.3L    :     32.73
    218.3      3.80     66.18    4.85       63.75    24.00      0.300      0.518      0.000      0.413 
0.4L    :     43.87
    157.1      2.68     67.63    4.85       65.20    24.00      0.300      0.142      0.000      0.413 
0.5L    :     55.00
     97.2      1.66     67.63    4.85       65.20    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    157.1      2.68     67.63    4.85       65.20    24.00      0.300      0.142      0.000      0.413 
0.7L    :     77.27
    218.3      3.80     66.18    4.85       63.75    24.00      0.300      0.518      0.000      0.413 
0.8L    :     88.40
    280.9      5.13     63.29    4.84       60.86    24.00      0.300      0.959      0.000      0.496 
0.9L    :     99.53
    344.9      5.86     67.71    4.67       65.38    24.00      0.300      1.204      0.000      0.827 
Critical:    104.51
    375.1      6.33     67.71    3.74       65.84    24.00      0.300      1.360      0.000      1.760 
Transfer:    107.67
    394.2      6.62     67.71    3.14       66.14    24.00      0.300      1.458      0.000      1.760 
Bearing :    110.00
    408.4      6.74     67.71    0.71       67.36    24.00      0.300      1.496      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
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          :       0.712            1.259            1.475
 
At 0.2 x L = 21.60 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
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          :       1.246            2.200            2.570
 
At 0.3 x L = 32.73 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
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          :       1.610            2.840            3.309
 
At 0.4 x L = 43.87 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.824            3.215            3.741
 
At 0.5 x L = 55.00 ft
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
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          :       1.899            3.347            3.893
 
At 0.6 x L = 66.13 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.824            3.215            3.741
 
At 0.7 x L = 77.27 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
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          :       1.610            2.840            3.309
 
At 0.8 x L = 88.40 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
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          :       1.246            2.200            2.570
 
At 0.9 x L = 99.53 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
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          :       0.712            1.259            1.475
 

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
   736.4    58.3  4.467  265.2    3.7   3.14   5598.2  0.053T 1.00       -       -     -     -  
H/2     :   2.97
   930.6    58.4  4.640  265.0    3.8   3.26   5822.7  0.051T 1.00       -       -     -     -  
0.1L    :  10.47
  3044.5    60.4  6.693  263.1    5.5   4.67   8521.0  0.035T 1.00       -       -     -     -  
0.2L    :  21.60
  5556.8    63.3  6.944  263.2    5.7   4.84   9269.8  0.033T 1.00   7000.4  7000.4    1.32    -  
0.3L    :  32.73
  7320.9    66.2  6.944  263.5    5.7   4.85   9720.6  0.033T 1.00   7211.4  7211.4    1.35    -  
0.4L    :  43.87
  8376.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7293.8  7293.8    1.36    -  
0.5L    :  55.00
  8701.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7242.0  7242.0    1.37    -  
0.6L    :  66.13
  8376.9    67.6  6.944  263.6    5.7   4.85   9946.1  0.033T 1.00   7293.8  7293.8    1.36    -  
0.7L    :  77.27
  7320.9    66.2  6.944  263.5    5.7   4.85   9720.6  0.033T 1.00   7211.4  7211.4    1.35    -  
0.8L    :  88.40
  5556.8    63.3  6.944  263.2    5.7   4.84   9269.8  0.033T 1.00   7000.4  7000.4    1.32    -  
0.9L    :  99.53
  3044.5    60.4  6.693  263.1    5.5   4.67   8521.0  0.035T 1.00       -       -     -     -  
H/2     : 107.03
   930.6    58.4  4.640  265.0    3.8   3.26   5822.7  0.051T 1.00       -       -     -     -  
Transfer: 107.67
   736.4    58.3  4.467  265.2    3.7   3.14   5598.2  0.053T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.138
 
  2   2 E  60.00 Ft     0.346
        M   6.00 Fb     0.085
 
  3   2 E  58.00 Ft     0.625
        M   4.00 Fb     0.044
 
  4   2 E  56.00 Ft     0.889
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     0.838
        M   6.00 Fb     0.236
 
  6   2 E   6.00 Ft     0.787
        M   6.00 Fb     0.459
 
  7   2 E   6.00 Ft     0.736
        M   6.00 Fb     0.682
 
  8   2 E   4.00 Ft     0.671
        M   4.00 Fb     0.916
 
  9   2 E   4.00 Ft     0.606
        M   4.00 Fb     1.150
 
 10   2 E   4.00 Ft     0.541
        M   4.00 Fb     1.384
 
 11   2 E   4.00 Ft     0.476
        M   4.00 Fb     1.619
 
 12   2 E   2.00 Ft     0.397
        M   2.00 Fb     1.864
 
 13   2 E   2.00 Ft     0.318
        M   2.00 Fb     2.109
 
 14   2 E   2.00 Ft     0.240
        M   2.00 Fb     2.354
 
 15   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.599
 
 16   2 E   2.00 Ft     0.082
        M   2.00 Fb     2.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.31 %               Final losses: 14.00 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.845     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9946.12     8701.94     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   0.745     Midspan    1.800   0.167     Midspan
    Pre.Top:   3.600   2.432     Midspan    2.700   1.992     Midspan
    Pre.Bot:   3.600   2.227    Transfer    2.700   2.338    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465   0.002     Bearing
    Pre.Bot:  -0.465  -0.334     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.267     Midspan
    Pre.Bot:                                                             2.400   1.095    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
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          :       1.899            3.347            3.893
 
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  110.00
     DC  Line       0.076      0.00       0.076  110.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.25    55.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 111.330 ft
Release length = 111.330 ft
Design  length = 110.000 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)  : 0.729   (Calculated)    
Live Moment (1  lane  loaded)  : 0.800   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.907   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.999   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        807.4 in2           1483.3 in2#
Total Height          =        63.00 in             71.25 in  
Mom. of Inertia (Ixx) =       422790 in4           972635 in4#
Ht. of c.g.           =        28.75 in             46.31 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        841.0 plf           1645.9 plf   
Mom. of Inertia (Iyy) =      36594.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8748

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.33     2.97    10.47    21.60    32.73    43.87    55.00
 
Precast: (At Release, using Ec =  4592.2 ksi )
  Area    , in2    815.4    843.6    843.6    843.6    843.6    843.6    843.6    843.6
  Yb      ,  in    28.60    28.07    28.07    27.98    27.86    27.74    27.67    27.67
  MI(Ixx) , in4   424617   431406   431586   433868   437740   442191   444633   444633
Composite: (At Final, using Ec =  4877.0 ksi )
  Area    , in2   1490.7   1516.9   1516.9   1516.9   1516.9   1516.9   1516.9   1516.9
  Yb      ,  in    46.14    45.57    45.57    45.52    45.46    45.39    45.36    45.36
  MI(Ixx) , in4   980583  1009189  1009551  1013970  1020992  1028563  1032556  1032556

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       5.00  ksi   
  Elasticity         =     4592.2 ksi   
  Max comp           =       3.25 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.54 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       6.00 ksi           4.00 ksi
  Elasticity         =    4877.01 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.60 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.70 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.40 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.47 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.35L ( 38.97 ft from member end )
END PATTERN (Ycg = 13.75 in):
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in     2 @ 56.000 in
     2 @ 58.000 in     2 @ 60.000 in
 
MID PATTERN (Ycg = 3.63 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
    12 @  2.000 in     8 @  4.000 in     6 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.981 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.976 ft
Holddown Force        =  29.280 kips     Beam Shrtng (PL/AE)   =      0.469 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)       
--------------------------------------------------------------------------------------
      3565.668         740 2638.594     23.119 93633.367  1480.139     704.712        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#6[M19]       60.00        0.88       1.50       0.0000      0.1250     No
      2      US#6[M19]       60.00        0.88       6.00       0.1250      0.6250    Yes
      2      US#6[M19]       60.00        0.88       6.00       0.6250      1.6624     No
      2      US#6[M19]       60.00        0.88       8.00       0.7920      1.4590    Yes
      2      US#6[M19]       60.00        0.88       6.00       1.4590      6.6250    Yes
      2      US#6[M19]       60.00        0.88       6.50       6.6250      7.1670    Yes
      2      US#5[M16]       60.00        0.62       9.00       7.1670     11.6670    Yes
      2      US#5[M16]       60.00        0.62      12.00      11.6670     20.6670    Yes
      2      US#5[M16]       60.00        0.62      15.00      20.6670     33.1670    Yes
      2      US#5[M16]       60.00        0.62      18.00      33.1670     78.1631    Yes
      2      US#5[M16]       60.00        0.62      15.00      78.1631     90.6631    Yes
      2      US#5[M16]       60.00        0.62      12.00      90.6631     99.6631    Yes
      2      US#5[M16]       60.00        0.62       9.00      99.6631    104.1631    Yes
      2      US#6[M19]       60.00        0.88       6.50     104.1631    104.7051    Yes
      2      US#6[M19]       60.00        0.88       6.00     104.7051    109.8711    Yes
      2      US#6[M19]       60.00        0.88       8.00     109.8711    110.5381    Yes
      2      US#6[M19]       60.00        0.88       6.00     109.6677    110.7051     No
      2      US#6[M19]       60.00        0.88       6.00     110.7051    111.2051    Yes
      2      US#6[M19]       60.00        0.88       1.25     111.2051    111.3301     No
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)  (ft)    (ft)      (in)    
-------------------------------------------------------------
      6    5           2.00 1.860 0.0000 111.3300       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  3.63 in
         P_init    =     1361.2 kips  Ecc = 25.13 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4592 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    14.34 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.310 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -5.28 ksi    0.00 ksi
    due to Composite Loads                                 -1.97 ksi    0.00 ksi
    due to Live Loads                                      -5.86 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.00 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        14.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 14.34 ksi  ( 7.31 %)            13.34 ksi ( 6.81 %)
Total Prestress Losses                                    27.68 ksi (14.12 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.3 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    14.0    17.7    57.9   106.1   140.6   161.3   168.1
DC(Max)     V       6.1     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.2   127.9   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    41.9    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   223.3   282.1   920.5  1672.4  2190.2  2498.5  2583.3
            V     122.7   119.1   118.1   106.4    89.8    73.1    49.8    33.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   122.7   119.1   118.1   106.4    90.9    76.1    61.9    48.5
            M       0.0   220.3   278.0   892.5  1572.8  1994.4  2176.0  2136.5
Total     : M+      0.0   502.1   634.6  2076.4  3791.1  4997.1  5718.9  5942.5
            V     244.7   235.9   233.5   205.3   163.9   122.5    74.6    33.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   244.7   235.9   233.5   205.3   165.1   125.5    86.7    48.6
            M       0.0   499.2   630.5  2048.4  3691.6  4801.3  5396.4  5495.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     161.3   140.6   106.1    57.9    17.7    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1167.4  1017.8   768.4   419.3   127.9   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    41.9    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   2498.5  2190.2  1672.4   920.5   282.1   223.3     0.0
            V      49.8    73.1    89.8   106.4   118.1   119.1   122.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.9    76.1    90.9   106.4   118.1   119.1   122.7
            M    2176.0  1994.4  1572.8   892.5   278.0   220.3    -0.0
Total     : M+   5718.9  4997.1  3791.1  2076.4   634.6   502.1     0.0
            V      74.6   122.5   163.9   205.3   233.5   235.9   244.7
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    86.7   125.5   165.1   205.3   233.5   235.9   244.7
            M    5396.4  4801.3  3691.6  2048.4   630.5   499.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               46.3             46.3
Deck+Haunch            44.3             44.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.1              6.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           81.4             81.4
DL-Comp.(DW)           44.9             44.9
Live                  101.1            101.1
        Truck          65.9             65.9
        Lane           35.2             35.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     0.0
DL-Prec.  : M       0.0    14.0    17.7    57.9   106.1   140.6   161.3   168.1
DC(Max)     V       6.1     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.2   127.9   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    41.9    35.8    26.9    17.9     9.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     0.0
DL-Comp   : M       0.0    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     0.0
LL + I    : M+      0.0   178.6   225.7   736.4  1337.9  1752.2  1998.8  2066.7
            V      98.2    95.3    94.5    85.1    71.8    58.5    39.9    26.5
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    98.2    95.3    94.5    85.2    72.7    60.9    49.5    38.8
            M       0.0   176.3   222.4   714.0  1258.3  1595.5  1740.8  1709.2
Total     : M+      0.0   457.5   578.2  1892.3  3456.7  4559.1  5219.2  5425.8
            V     220.2   212.1   209.9   184.0   146.0   107.9    64.7    26.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   220.2   212.1   209.9   184.0   146.9   110.3    74.3    38.9
            M       0.0   455.1   574.9  1869.9  3377.0  4402.5  4961.2  5068.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
DL-Prec.  : M     161.3   140.6   106.1    57.9    17.7    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1167.4  1017.8   768.4   419.3   127.9   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    41.9    42.4    44.3
Diaphragm : M       5.5     4.1     2.7     1.3     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
LL + I    : M+   1998.8  1752.2  1337.9   736.4   225.7   178.6     0.0
            V      39.9    58.5    71.8    85.1    94.5    95.3    98.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    49.5    60.9    72.7    85.2    94.5    95.3    98.2
            M    1740.8  1595.5  1258.3   714.0   222.4   176.3    -0.0
Total     : M+   5219.2  4559.1  3456.7  1892.3   578.1   457.5     0.0
            V      64.7   107.9   146.0   184.0   209.9   212.1   220.2
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    74.3   110.3   146.9   184.0   209.9   212.1   220.2
            M    4961.2  4402.4  3377.0  1869.9   574.9   455.1    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.33    2.97   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   132.1   167.0   547.7  1003.7  1329.5  1524.9  1590.1
(Max)       V      57.8    55.4    54.7    46.8    35.1    23.4    11.7     0.0
Self wt.  : M       0.0    95.1   120.3   394.3   722.7   957.2  1098.0  1144.9
(Min)       V      41.6    39.9    39.4    33.7    25.3    16.9     8.4     0.0
DL-Prec.  : M       0.0    17.5    22.1    72.4   132.7   175.7   201.6   210.2
DC(Max)     V       7.6     7.3     7.2     6.2     4.6     3.1     1.5     0.0
DL-Prec.  : M       0.0    12.6    15.9    52.1    95.5   126.5   145.1   151.3
DC(Min)     V       5.5     5.3     5.2     4.5     3.3     2.2     1.1     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   126.5   159.8   524.1   960.5  1272.2  1459.3  1521.6
Haunch (Max)V      55.3    53.0    52.3    44.8    33.6    22.4    11.2     0.0
Deck +    : M       0.0    91.0   115.1   377.3   691.6   916.0  1050.7  1095.6
Haunch (Min)V      39.8    38.1    37.7    32.3    24.2    16.1     8.1     0.0
Diaphragm : M       0.0     0.4     0.5     1.6     3.4     5.1     6.9     8.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     1.2     2.4     3.7     4.9     6.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    46.5    58.8   192.8   353.3   467.9   536.7   559.6
DC(Max)     V      20.4    19.5    19.3    16.5    12.4     8.2     4.1     0.0
DL-Comp   : M       0.0    33.5    42.3   138.8   254.3   336.9   386.4   402.9
DC(Min)     V      14.7    14.0    13.9    11.9     8.9     5.9     3.0     0.0
DL-Comp   : M       0.0    30.8    38.9   127.6   233.9   309.8   355.4   370.6
DW(Max)     V      13.5    12.9    12.7    10.9     8.2     5.5     2.7     0.0
DL-Comp   : M       0.0    13.3    16.9    55.3   101.4   134.3   154.0   160.6
DW(Min)     V       5.8     5.6     5.5     4.7     3.5     2.4     1.2     0.0
LL + I    : M+      0.0   390.7   493.6  1610.8  2926.6  3832.9  4372.4  4520.8
            V     214.7   208.4   206.6   186.3   157.1   127.9    87.2    58.0
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   214.7   208.4   206.6   186.3   159.1   133.1   108.4    84.9
            M       0.0   385.6   486.5  1561.9  2752.4  3490.2  3808.0  3738.9
Total     : M+      0.0   744.4   940.7  3077.0  5614.1  7393.2  8457.2  8781.5
            V     369.5   356.6   353.1   311.6   251.1   190.6   118.6    58.1
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   369.5   356.6   353.1   311.6   253.1   195.9   139.8    85.0
            M       0.0   739.3   933.6  3028.1  5439.9  7050.5  7892.8  7999.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1524.9  1329.5  1003.7   547.7   167.0   132.1     0.0
(Max)       V      11.7    23.4    35.1    46.8    54.7    55.4    57.8
Self wt.  : M    1098.0   957.2   722.7   394.3   120.3    95.1     0.0
(Min)       V       8.4    16.9    25.3    33.7    39.4    39.9    41.6
DL-Prec.  : M     201.6   175.7   132.7    72.4    22.1    17.5     0.0
DC(Max)     V       1.5     3.1     4.6     6.2     7.2     7.3     7.6
DL-Prec.  : M     145.1   126.5    95.5    52.1    15.9    12.6     0.0
DC(Min)     V       1.1     2.2     3.3     4.5     5.2     5.3     5.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1459.3  1272.2   960.5   524.1   159.8   126.5     0.0
Haunch (Max)V      11.2    22.4    33.6    44.8    52.3    53.0    55.3
Deck +    : M    1050.7   916.0   691.6   377.3   115.1    91.0     0.0
Haunch (Min)V       8.1    16.1    24.2    32.3    37.7    38.1    39.8
Diaphragm : M       6.9     5.1     3.4     1.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.7     2.4     1.2     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     536.7   467.9   353.3   192.8    58.8    46.5     0.0
DC(Max)     V       4.1     8.2    12.4    16.5    19.3    19.5    20.4
DL-Comp   : M     386.4   336.9   254.3   138.8    42.3    33.5     0.0
DC(Min)     V       3.0     5.9     8.9    11.9    13.9    14.0    14.7
DL-Comp   : M     355.4   309.8   233.9   127.6    38.9    30.8     0.0
DW(Max)     V       2.7     5.5     8.2    10.9    12.7    12.9    13.5
DL-Comp   : M     154.0   134.3   101.4    55.3    16.9    13.3     0.0
DW(Min)     V       1.2     2.4     3.5     4.7     5.5     5.6     5.8
LL + I    : M+   4372.4  3832.9  2926.6  1610.8   493.6   390.7     0.0
            V      87.2   127.9   157.1   186.3   206.6   208.4   214.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   108.4   133.1   159.1   186.3   206.6   208.4   214.7
            M    3808.0  3490.2  2752.4  1561.9   486.5   385.6    -0.0
Total     : M+   8457.2  7393.2  5614.1  3077.0   940.7   744.4     0.0
            V     118.6   190.6   251.1   311.6   353.1   356.6   369.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   139.8   195.9   253.1   311.6   353.1   356.6   369.5
            M    7892.8  7050.5  5439.9  3028.1   933.6   739.3    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               57.8             57.8
Deck+Haunch            55.3             55.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            7.6              7.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)          101.8            101.8
DL-Comp.(DW)           67.4             67.4
Live                  176.9            176.9
        Truck         115.3            115.3
        Lane           61.6             61.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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   10.47   21.60   32.73   43.87   55.00
Self wt.  : M       0.0   105.7   133.6   438.1   803.0  1063.6  1220.0  1272.1
(Max)       V      46.3    44.3    43.8    37.5    28.1    18.7     9.4     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    14.0    17.7    57.9   106.1   140.6   161.3   168.1
DC(Max)     V       6.1     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   101.2   127.9   419.3   768.4  1017.8  1167.4  1217.3
Haunch (Max)V      44.3    42.4    41.9    35.8    26.9    17.9     9.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.3     0.4     1.3     2.7     4.1     5.5     6.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    37.2    47.0   154.2   282.6   374.3   429.4   447.7
DC(Max)     V      16.3    15.6    15.4    13.2     9.9     6.6     3.3     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    20.5    25.9    85.1   155.9   206.6   236.9   247.0
DW(Max)     V       9.0     8.6     8.5     7.3     5.5     3.6     1.8     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   218.6   275.9   891.1  1588.5  2073.1  2328.1  2325.0
            V     120.8   117.5   116.6   106.3    91.8    69.7    55.3    40.8
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   120.8   117.5   116.6   106.3    91.8    77.3    62.9    48.4
            M       0.0   218.6   275.9   891.1  1588.5  2027.7  2208.8  2131.8
Total     : M+      0.0   497.4   628.4  2047.1  3707.3  4880.0  5548.5  5684.1
            V     242.8   234.4   232.1   205.1   166.0   119.2    80.1    40.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   242.8   234.4   232.1   205.1   166.0   126.8    87.7    48.5
            M       0.0   497.4   628.4  2047.1  3707.3  4834.6  5429.2  5490.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    66.13   77.27   88.40   99.53  107.03  107.67  110.00
Self wt.  : M    1220.0  1063.6   803.0   438.1   133.6   105.7     0.0
(Max)       V       9.4    18.7    28.1    37.5    43.8    44.3    46.3
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     161.3   140.6   106.1    57.9    17.7    14.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1167.4  1017.8   768.4   419.3   127.9   101.2     0.0
Haunch (Max)V       9.0    17.9    26.9    35.8    41.9    42.4    44.3
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       5.5     4.1     2.7     1.3     0.4     0.3     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     429.4   374.3   282.6   154.2    47.0    37.2     0.0
DC(Max)     V       3.3     6.6     9.9    13.2    15.4    15.6    16.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     236.9   206.6   155.9    85.1    25.9    20.5     0.0
DW(Max)     V       1.8     3.6     5.5     7.3     8.5     8.6     9.0
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+   2328.1  2073.1  1588.5   891.1   275.9   218.6     0.0
            V      55.3    69.7    91.8   106.3   116.6   117.5   120.8
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    62.9    77.3    91.8   106.3   116.6   117.5   120.8
            M    2208.8  2027.7  1588.5   891.1   275.9   218.6     0.0
Total     : M+   5548.5  4880.0  3707.3  2047.1   628.4   497.4     0.0
            V      80.1   119.2   166.0   205.1   232.1   234.4   242.8
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    87.7   126.8   166.0   205.1   232.1   234.4   242.8
            M    5429.2  4834.6  3707.3  2047.1   628.4   497.4     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.017   0.056   0.102   0.135   0.154   0.160
Bottom        -0.000  -0.011  -0.014  -0.045  -0.081  -0.106  -0.120  -0.126
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.098   0.124   0.406   0.740   0.974   1.113   1.161
Bottom        -0.000  -0.079  -0.100  -0.324  -0.587  -0.766  -0.872  -0.909
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.008   0.010   0.032   0.058   0.077   0.088   0.092
Bottom        -0.000  -0.020  -0.025  -0.083  -0.151  -0.198  -0.226  -0.236
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.055   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.018   0.032   0.042   0.049   0.051
Bottom        -0.000  -0.011  -0.014  -0.046  -0.083  -0.109  -0.125  -0.130
 
LL+I(+)
Topping-top   -0.000   0.060   0.075   0.245   0.443   0.578   0.658   0.680
Precast-top   -0.000   0.046   0.058   0.190   0.345   0.450   0.512   0.530
Bottom        -0.000  -0.121  -0.153  -0.496  -0.894  -1.160  -1.317  -1.362
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.075   0.095   0.309   0.560   0.731   0.833   0.863 
Precast-top    0.002   0.229   0.286   0.896   1.569   1.967   2.230   2.358 
Bottom         0.584   2.228   2.154   1.362   0.476  -0.073  -0.418  -0.560 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.019   0.064   0.116   0.153   0.175   0.183 
Precast-top    0.002   0.183   0.228   0.706   1.224   1.517   1.718   1.829 
Bottom         0.584   2.349   2.307   1.858   1.369   1.087   0.899   0.802 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00   11.13   22.27   33.40   44.53   55.67   38.97
 
Beam-Self
Precast-top    0.133   0.454   0.803   1.047   1.193   1.242   1.132 
Bottom        -0.107  -0.363  -0.637  -0.824  -0.934  -0.973  -0.889 
 
Prestress
Precast-top   -0.051  -0.268  -0.560  -0.847  -0.987  -0.987  -0.987 
Bottom         2.951   3.117   3.337   3.549   3.651   3.651   3.651 
 
Total
Precast-top    0.082   0.187   0.243   0.201   0.206   0.255   0.145 
Bottom         2.845   2.754   2.700   2.725   2.717   2.678   2.762 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  1.860   1.860   1.860   1.860   1.860   1.860   1.860 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.49 %)
             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   10.47   21.60   32.73   43.87   55.00
 
Prestress
Precast-top    0.002  -0.044  -0.059  -0.232  -0.485  -0.732  -0.854  -0.854
Bottom         0.584   2.553   2.564   2.697   2.887   3.070   3.158   3.158
 
Self wt.
Precast-top   -0.000   0.103   0.130   0.424   0.774   1.018   1.163   1.213
Bottom        -0.000  -0.083  -0.104  -0.339  -0.613  -0.801  -0.911  -0.950
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.017   0.056   0.102   0.135   0.154   0.160
Bottom        -0.000  -0.011  -0.014  -0.045  -0.081  -0.106  -0.120  -0.126
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.098   0.124   0.406   0.740   0.974   1.113   1.161
Bottom        -0.000  -0.079  -0.100  -0.324  -0.587  -0.766  -0.872  -0.909
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.013   0.041   0.075   0.099   0.113   0.118
Precast-top   -0.000   0.008   0.010   0.032   0.058   0.077   0.088   0.092
Bottom        -0.000  -0.020  -0.025  -0.083  -0.151  -0.198  -0.226  -0.236
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.007   0.023   0.041   0.055   0.062   0.065
Precast-top   -0.000   0.004   0.005   0.018   0.032   0.042   0.049   0.051
Bottom        -0.000  -0.011  -0.014  -0.046  -0.083  -0.109  -0.125  -0.130
 
LL+I(+)
Topping-top   -0.000   0.048   0.060   0.196   0.355   0.462   0.526   0.544
Precast-top   -0.000   0.037   0.047   0.152   0.276   0.360   0.410   0.424
Bottom        -0.000  -0.097  -0.122  -0.397  -0.715  -0.928  -1.054  -1.090
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.063   0.080   0.260   0.471   0.616   0.701   0.727 
Precast-top    0.002   0.220   0.275   0.858   1.500   1.877   2.127   2.252 
Bottom         0.584   2.252   2.185   1.461   0.654   0.159  -0.154  -0.287 
 

 
 
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   10.47   21.60   32.73   43.87   55.00
F_LL+I(+)
Topping-top   -0.000   0.058   0.074   0.237   0.421   0.547   0.613   0.612
Precast-top   -0.000   0.045   0.057   0.184   0.328   0.426   0.477   0.477
Bottom        -0.000  -0.118  -0.149  -0.480  -0.849  -1.098  -1.227  -1.226
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.066   0.083   0.269   0.479   0.624   0.700   0.703 
Precast-top    0.001   0.137   0.171   0.537   0.940   1.184   1.336   1.391 
Bottom         0.292   1.056   1.004   0.449  -0.164  -0.555  -0.778  -0.825 
 

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
    369.5    6.5   67.7    0.807   5.6   6.00e-3 50.0    375.4     1.329    1.760      0.00
      0.0    0.8   67.3     41.9 0.154      29.6 0.87    12.00     0.101    1.296 
Transfer:   3.00
    356.6    6.5   67.7    3.641  25.3  -0.01e-3 29.0    210.8     0.354    1.760      0.00
    739.3    3.6   65.9    189.0 0.144     160.1 4.82    12.00     0.101    1.686 
Critical:   6.13
    339.2    6.5   67.7    4.343  25.3  -0.05e-3 28.8    186.7     0.313    1.760      0.00
   1637.2    4.2   65.6    189.0 0.137     164.8 4.99    12.00     0.101    1.764 
0.1L    :  11.13
    311.6    6.5   67.7    5.453  25.3  -0.05e-3 28.8    157.7     0.267    0.827      0.00
   3028.1    5.3   65.1    189.0 0.126     163.2 4.98    12.00     0.101    1.905 
0.2L    :  22.27
    253.1    6.5   63.3    6.944  25.3  -0.00e-3 29.0    109.5     0.200    0.496      0.00
   5439.9    5.5   60.5    189.0 0.108     146.4 4.81    24.00     0.101    1.574 
0.3L    :  33.40
    195.9    6.5   66.2    6.944  25.3   0.97e-3 32.4    103.6     0.207    0.413      0.00
   7050.5    5.5   63.4    189.0 0.078      88.7 2.78    24.00     0.101    1.473 
0.4L    :  44.53
    139.8    6.5   67.6    6.944   0.0   1.45e-3 34.1     80.4     0.168    0.413      0.00
   7892.8    5.5   64.9    189.0 0.061      75.0 2.30    24.00     0.101    1.758 
0.5L    :  55.67
     85.0    6.5   67.6    6.944   0.0   1.28e-3 33.5     14.4     0.101    0.413      0.00
   7999.6    5.5   64.9    189.0 0.037      80.1 2.45    24.00     0.101    2.995 
0.6L    :  66.80
    139.8    6.5   67.6    6.944   0.0   1.45e-3 34.1     80.4     0.168    0.413      0.00
   7892.8    5.5   64.9    189.0 0.061      75.0 2.30    24.00     0.101    1.758 
0.7L    :  77.93
    195.9    6.5   66.2    6.944  25.3   0.97e-3 32.4    103.6     0.207    0.413      0.00
   7050.5    5.5   63.4    189.0 0.078      88.7 2.78    24.00     0.101    1.473 
0.8L    :  89.06
    253.1    6.5   63.3    6.944  25.3  -0.00e-3 29.0    109.5     0.200    0.496      0.00
   5439.9    5.5   60.5    189.0 0.108     146.4 4.81    24.00     0.101    1.574 
0.9L    : 100.20
    311.6    6.5   67.7    5.453  25.3  -0.05e-3 28.8    157.7     0.267    0.827      0.00
   3028.1    5.3   65.1    189.0 0.126     163.2 4.98    12.00     0.101    1.905 
Critical: 105.20
    339.2    6.5   67.7    4.343  25.3  -0.05e-3 28.8    186.7     0.313    1.760      0.00
   1637.2    4.2   65.6    189.0 0.137     164.8 4.99    12.00     0.101    1.764 
Transfer: 108.33
    356.6    6.5   67.7    3.641  25.3  -0.01e-3 29.0    210.8     0.354    1.760      0.00
    739.3    3.6   65.9    189.0 0.144     160.1 4.82    12.00     0.101    1.686 
Bearing : 110.67
    369.5    6.5   67.7    0.807   5.6   6.00e-3 50.0    375.4     1.329    1.760      0.00
      0.0    0.8   67.3     41.9 0.154      29.6 0.87    12.00     0.101    1.296 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   15.75
Abrst_rqrd, in2 =    2.72
 
 
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
    369.5      6.10     67.71    0.81       67.31    24.00      0.300      1.283      0.000      0.000*
Transfer:      2.33
    356.6      6.01     67.71    3.58       65.92    24.00      0.300      1.253      0.000      1.760 
Critical:      5.47
    339.3      5.75     67.71    4.25       65.59    24.00      0.300      1.166      0.000      1.760 
0.1L    :     10.47
    311.6      5.32     67.71    5.31       65.06    24.00      0.300      1.024      0.000      0.827 
0.2L    :     21.60
    253.1      4.65     63.29    5.49       60.54    24.00      0.300      0.799      0.000      0.496 
0.3L    :     32.73
    195.9      3.43     66.18    5.50       63.43    24.00      0.300      0.394      0.000      0.413 
0.4L    :     43.87
    139.8      2.39     67.63    5.50       64.87    24.00      0.300      0.048      0.000      0.413 
0.5L    :     55.00
     85.0      1.46     67.63    5.50       64.87    24.00      0.300      0.000      0.000      0.413 
0.6L    :     66.13
    139.8      2.39     67.63    5.50       64.87    24.00      0.300      0.048      0.000      0.413 
0.7L    :     77.27
    195.9      3.43     66.18    5.50       63.43    24.00      0.300      0.394      0.000      0.413 
0.8L    :     88.40
    253.1      4.65     63.29    5.49       60.54    24.00      0.300      0.799      0.000      0.496 
0.9L    :     99.53
    311.6      5.32     67.71    5.31       65.06    24.00      0.300      1.024      0.000      0.827 
Critical:    104.53
    339.3      5.75     67.71    4.25       65.59    24.00      0.300      1.166      0.000      1.760 
Transfer:    107.67
    356.6      6.01     67.71    3.58       65.92    24.00      0.300      1.253      0.000      1.760 
Bearing :    110.00
    369.5      6.10     67.71    0.81       67.31    24.00      0.300      1.283      0.000      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.47 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
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          :       0.712            1.259            1.475
 
At 0.2 x L = 21.60 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
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          :       1.246            2.200            2.570
 
At 0.3 x L = 32.73 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
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          :       1.610            2.840            3.309
 
At 0.4 x L = 43.87 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.824            3.215            3.741
 
At 0.5 x L = 55.00 ft
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
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          :       1.899            3.347            3.893
 
At 0.6 x L = 66.13 ft
Prestress      :       3.179  1.80      5.723  2.20      6.995
Self Wt.       :      -1.356  1.85     -2.508  2.40     -3.254
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.824            3.215            3.741
 
At 0.7 x L = 77.27 ft
Prestress      :       2.774  1.80      4.993  2.20      6.103
Self Wt.       :      -1.164  1.85     -2.153  2.40     -2.794
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          :       1.610            2.840            3.309
 
At 0.8 x L = 88.40 ft
Prestress      :       2.105  1.80      3.789  2.20      4.631
Self Wt.       :      -0.859  1.85     -1.589  2.40     -2.061
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          :       1.246            2.200            2.570
 
At 0.9 x L = 99.53 ft
Prestress      :       1.170  1.80      2.106  2.20      2.575
Self Wt.       :      -0.458  1.85     -0.847  2.40     -1.099
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          :       0.712            1.259            1.475
 

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
   744.4    58.3  4.481  264.5    4.2   3.58   5580.8  0.046T 1.00       -       -     -     -  
H/2     :   2.97
   940.7    58.4  4.655  264.4    4.4   3.71   5803.0  0.045T 1.00       -       -     -     -  
0.1L    :  10.47
  3077.0    60.4  6.711  262.2    6.2   5.31   8466.5  0.030T 1.00       -       -     -     -  
0.2L    :  21.60
  5614.1    63.3  6.944  262.3    6.5   5.49   9188.1  0.029T 1.00   6982.4  6982.4    1.32    -  
0.3L    :  32.73
  7393.2    66.2  6.944  262.6    6.5   5.50   9638.7  0.029T 1.00   7214.4  7214.4    1.34    -  
0.4L    :  43.87
  8457.2    67.6  6.944  262.8    6.5   5.50   9864.0  0.029T 1.00   7309.9  7309.9    1.35    -  
0.5L    :  55.00
  8781.5    67.6  6.944  262.8    6.5   5.50   9864.0  0.029T 1.00   7263.9  7263.9    1.36    -  
0.6L    :  66.13
  8457.2    67.6  6.944  262.8    6.5   5.50   9864.0  0.029T 1.00   7309.9  7309.9    1.35    -  
0.7L    :  77.27
  7393.2    66.2  6.944  262.6    6.5   5.50   9638.7  0.029T 1.00   7214.4  7214.4    1.34    -  
0.8L    :  88.40
  5614.1    63.3  6.944  262.3    6.5   5.49   9188.1  0.029T 1.00   6982.4  6982.4    1.32    -  
0.9L    :  99.53
  3077.0    60.4  6.711  262.2    6.2   5.31   8466.5  0.030T 1.00       -       -     -     -  
H/2     : 107.03
   940.7    58.4  4.655  264.4    4.4   3.71   5803.0  0.045T 1.00       -       -     -     -  
Transfer: 107.67
   744.4    58.3  4.481  264.5    4.2   3.58   5580.8  0.046T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.054
        M   2.00 Fb     0.138
 
  2   2 E  60.00 Ft     0.346
        M   6.00 Fb     0.085
 
  3   2 E  58.00 Ft     0.625
        M   4.00 Fb     0.044
 
  4   2 E  56.00 Ft     0.889
        M   2.00 Fb     0.013
 
  5   2 E   6.00 Ft     0.838
        M   6.00 Fb     0.236
 
  6   2 E   6.00 Ft     0.787
        M   6.00 Fb     0.459
 
  7   2 E   6.00 Ft     0.736
        M   6.00 Fb     0.682
 
  8   2 E   4.00 Ft     0.671
        M   4.00 Fb     0.916
 
  9   2 E   4.00 Ft     0.606
        M   4.00 Fb     1.150
 
 10   2 E   4.00 Ft     0.541
        M   4.00 Fb     1.384
 
 11   2 E   4.00 Ft     0.476
        M   4.00 Fb     1.619
 
 12   2 E   2.00 Ft     0.397
        M   2.00 Fb     1.864
 
 13   2 E   2.00 Ft     0.318
        M   2.00 Fb     2.109
 
 14   2 E   2.00 Ft     0.240
        M   2.00 Fb     2.354
 
 15   2 E   2.00 Ft     0.161
        M   2.00 Fb     2.599
 
 16   2 E   2.00 Ft     0.082
        M   2.00 Fb     2.845
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-BTE         
Precast Length, ft: 111.33            Release Length, ft: 111.33
Strand Pattern: Straight/Draped       Depr. Point: 0.35 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   5.0  ksi        f'c:   6.0 ksi  f'ct   4.0 ksi
Initial losses:  7.31 %               Final losses: 14.12 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.250       2.845     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.082       Trans
      Precast Top w/ reinf. (tension)      -0.537           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  9864.00     8781.52     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   0.863     Midspan    1.800   0.183     Midspan
    Pre.Top:   3.600   2.358     Midspan    2.700   1.829     Midspan
    Pre.Bot:   3.600   2.228    Transfer    2.700   2.349    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.465   0.002     Bearing
    Pre.Bot:  -0.465  -0.287     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.400   1.391     Midspan
    Pre.Bot:                                                             2.400   1.056    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  55.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.322  1.80      5.980  2.20      7.309
Self Wt.       :      -1.424  1.85     -2.634  2.40     -3.417
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          :       1.899            3.347            3.893
 
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

