 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : B Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 50 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 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 from 11 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 1.0 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 that 
                     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 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined 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 point is 0.40L of the Span Length.
                     (9)The beam lifting and supporting points are 2.125' and 2.592', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5.0 ksi, repectively. 
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_4e0.tmp\B50-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       13.000
Bridge c/s,MI(Ixx), in4 =   1148215.63
 
SPAN DATA
---------
Precast length    , ft =     51.833
Bearing-to-bearing, ft =     50.833
Release span      , ft =     51.833
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1             IA-Std-B    3.083    382.5    62000.0  39.00  17.06  13.00   6.833
 2             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 3             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 4             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   7.500
 5             IA-Std-B    7.500    382.5    62000.0  39.00  17.06  13.00   6.834
 
 
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      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4592.230        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
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        0.064    0.00       0.064   50.83   Additional Overhang Load
   1    1    DC Line        0.007    0.00       0.007   50.83   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   50.83   Sacrificial Wearing Surface
   1    2    DC Line        0.007    0.00       0.007   50.83   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   50.83   Sacrificial Wearing Surface
   1    3    DC Line        0.007    0.00       0.007   50.83   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   50.83   Sacrificial Wearing Surface
   1    4    DC Line        0.007    0.00       0.007   50.83   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   50.83   Sacrificial Wearing Surface
   1    5    DC Line        0.064    0.00       0.064   50.83   Additional Overhang Load
   1    5    DC Line        0.007    0.00       0.007   50.83   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   50.83   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   25.000
   1    2        0.285   25.000
   1    3        0.285   25.000
   1    4        0.285   25.000
   1    5        0.143   25.000
 
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   50.83   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   50.83   Right Barrier Weight
   1    DW Area        0.020   33.00          -       -    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    0.075     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              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4592.23 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 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    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 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    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 20.73 ft from member end )
 
END PATTERN (Ycg = 9.80 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 1 @ 34.000 in 
  1 @ 36.000 in                                           
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  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#4[M13]  60.0  0.40    9.00  0.1460  3.1460 No        
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.37  2.7710  3.6362 No        
       2 US#5[M16]  60.0  0.62  12.87*  3.6362  4.7087 No        
       2 US#5[M16]  60.0  0.62  14.50*  4.7087  5.9170 No        
       2 US#5[M16]  60.0  0.62  15.00*  5.9170 19.6670 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  9.1460 Yes       
       2 US#4[M13]  60.0  0.40   14.75  9.1460 10.3753 Yes       
       2 US#4[M13]  60.0  0.40   15.00 10.3753 41.4577 Yes       
       2 US#4[M13]  60.0  0.40   14.75 41.4577 42.6870 Yes       
       2 US#4[M13]  60.0  0.40   12.00 42.6870 48.6870 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 32.1660 45.9160 No        
       2 US#5[M16]  60.0  0.62  14.50* 45.9160 47.1243 No        
       2 US#5[M16]  60.0  0.62  12.87* 47.1243 48.1969 No        
       2 US#5[M16]  60.0  0.62   10.37 48.1969 49.0620 No        
       2 US#5[M16]  60.0  0.62    9.00 49.0620 50.5620 No        
       2 US#5[M16]  60.0  0.62    7.50 50.5620 51.1870 No        
       2 US#5[M16]  60.0  0.62    3.00 51.1870 51.4370 No        
       2 US#4[M13]  60.0  0.40    9.00 48.6870 51.6870 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 20.73 ft from member end )
 
END PATTERN (Ycg = 9.80 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 1 @ 34.000 in 
  1 @ 36.000 in                                           
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  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#4[M13]  60.0  0.40    9.00  0.1460  3.1460 No        
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.37  2.7710  3.6362 No        
       2 US#5[M16]  60.0  0.62  12.87*  3.6362  4.7087 No        
       2 US#5[M16]  60.0  0.62  14.50*  4.7087  5.9170 No        
       2 US#5[M16]  60.0  0.62  15.00*  5.9170 19.6670 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  9.1460 Yes       
       2 US#4[M13]  60.0  0.40  14.75*  9.1460 10.3753 Yes       
       2 US#4[M13]  60.0  0.40  15.00* 10.3753 41.4577 Yes       
       2 US#4[M13]  60.0  0.40  14.75* 41.4577 42.6870 Yes       
       2 US#4[M13]  60.0  0.40   12.00 42.6870 48.6870 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 32.1660 45.9160 No        
       2 US#5[M16]  60.0  0.62  14.50* 45.9160 47.1243 No        
       2 US#5[M16]  60.0  0.62  12.87* 47.1243 48.1969 No        
       2 US#5[M16]  60.0  0.62   10.37 48.1969 49.0620 No        
       2 US#5[M16]  60.0  0.62    9.00 49.0620 50.5620 No        
       2 US#5[M16]  60.0  0.62    7.50 50.5620 51.1870 No        
       2 US#5[M16]  60.0  0.62    3.00 51.1870 51.4370 No        
       2 US#4[M13]  60.0  0.40    9.00 48.6870 51.6870 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 20.73 ft from member end )
 
END PATTERN (Ycg = 9.80 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 1 @ 34.000 in 
  1 @ 36.000 in                                           
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  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#4[M13]  60.0  0.40    9.00  0.1460  3.1460 No        
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.37  2.7710  3.6362 No        
       2 US#5[M16]  60.0  0.62  12.87*  3.6362  4.7087 No        
       2 US#5[M16]  60.0  0.62  14.50*  4.7087  5.9170 No        
       2 US#5[M16]  60.0  0.62  15.00*  5.9170 19.6670 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  9.1460 Yes       
       2 US#4[M13]  60.0  0.40  14.75*  9.1460 10.3753 Yes       
       2 US#4[M13]  60.0  0.40  15.00* 10.3753 41.4577 Yes       
       2 US#4[M13]  60.0  0.40  14.75* 41.4577 42.6870 Yes       
       2 US#4[M13]  60.0  0.40   12.00 42.6870 48.6870 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 32.1660 45.9160 No        
       2 US#5[M16]  60.0  0.62  14.50* 45.9160 47.1243 No        
       2 US#5[M16]  60.0  0.62  12.87* 47.1243 48.1969 No        
       2 US#5[M16]  60.0  0.62   10.37 48.1969 49.0620 No        
       2 US#5[M16]  60.0  0.62    9.00 49.0620 50.5620 No        
       2 US#5[M16]  60.0  0.62    7.50 50.5620 51.1870 No        
       2 US#5[M16]  60.0  0.62    3.00 51.1870 51.4370 No        
       2 US#4[M13]  60.0  0.40    9.00 48.6870 51.6870 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 20.73 ft from member end )
 
END PATTERN (Ycg = 9.80 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 1 @ 34.000 in 
  1 @ 36.000 in                                           
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  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#4[M13]  60.0  0.40    9.00  0.1460  3.1460 No        
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.37  2.7710  3.6362 No        
       2 US#5[M16]  60.0  0.62  12.87*  3.6362  4.7087 No        
       2 US#5[M16]  60.0  0.62  14.50*  4.7087  5.9170 No        
       2 US#5[M16]  60.0  0.62  15.00*  5.9170 19.6670 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  9.1460 Yes       
       2 US#4[M13]  60.0  0.40  14.75*  9.1460 10.3753 Yes       
       2 US#4[M13]  60.0  0.40  15.00* 10.3753 41.4577 Yes       
       2 US#4[M13]  60.0  0.40  14.75* 41.4577 42.6870 Yes       
       2 US#4[M13]  60.0  0.40   12.00 42.6870 48.6870 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 32.1660 45.9160 No        
       2 US#5[M16]  60.0  0.62  14.50* 45.9160 47.1243 No        
       2 US#5[M16]  60.0  0.62  12.87* 47.1243 48.1969 No        
       2 US#5[M16]  60.0  0.62   10.37 48.1969 49.0620 No        
       2 US#5[M16]  60.0  0.62    9.00 49.0620 50.5620 No        
       2 US#5[M16]  60.0  0.62    7.50 50.5620 51.1870 No        
       2 US#5[M16]  60.0  0.62    3.00 51.1870 51.4370 No        
       2 US#4[M13]  60.0  0.40    9.00 48.6870 51.6870 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 20.73 ft from member end )
 
END PATTERN (Ycg = 9.80 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 1 @ 34.000 in 
  1 @ 36.000 in                                           
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
 
  1 @  4.000 in 1 @  6.000 in   
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  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#4[M13]  60.0  0.40    9.00  0.1460  3.1460 No        
       2 US#5[M16]  60.0  0.62    3.00  0.3960  0.6460 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6460  1.2710 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2710  2.7710 No        
       2 US#5[M16]  60.0  0.62   10.37  2.7710  3.6362 No        
       2 US#5[M16]  60.0  0.62  12.87*  3.6362  4.7087 No        
       2 US#5[M16]  60.0  0.62  14.50*  4.7087  5.9170 No        
       2 US#5[M16]  60.0  0.62  15.00*  5.9170 19.6670 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1460  9.1460 Yes       
       2 US#4[M13]  60.0  0.40   14.75  9.1460 10.3753 Yes       
       2 US#4[M13]  60.0  0.40   15.00 10.3753 41.4577 Yes       
       2 US#4[M13]  60.0  0.40   14.75 41.4577 42.6870 Yes       
       2 US#4[M13]  60.0  0.40   12.00 42.6870 48.6870 Yes       
       2 US#5[M16]  60.0  0.62  15.00* 32.1660 45.9160 No        
       2 US#5[M16]  60.0  0.62  14.50* 45.9160 47.1243 No        
       2 US#5[M16]  60.0  0.62  12.87* 47.1243 48.1969 No        
       2 US#5[M16]  60.0  0.62   10.37 48.1969 49.0620 No        
       2 US#5[M16]  60.0  0.62    9.00 49.0620 50.5620 No        
       2 US#5[M16]  60.0  0.62    7.50 50.5620 51.1870 No        
       2 US#5[M16]  60.0  0.62    3.00 51.1870 51.4370 No        
       2 US#4[M13]  60.0  0.40    9.00 48.6870 51.6870 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       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-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  81.996 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       0.064      0.00       0.064   50.83
     DC  Line       0.007      0.00       0.007   50.83
     DC  Line       0.064      0.00       0.064   50.83
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.833 ft
Release length = 51.833 ft
Design  length = 50.833 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.634   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.787   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.848   (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                  =        382.5 in2            978.9 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           225920 in4#
Ht. of c.g.           =        17.06 in             33.07 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.2 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.50     1.97     4.68     9.87    15.05    20.23    25.42
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.5    394.3    392.2    394.3    394.3    394.3    394.3    394.3
  Yb      ,  in    17.02    16.82    16.86    16.80    16.75    16.71    16.66    16.66
  MI(Ixx) , in4    62107    62755    62601    62877    63202    63580    64008    64008
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2    980.8    990.2    988.2    990.2    990.2    990.2    990.2    990.2
  Yb      ,  in    33.02    32.79    32.84    32.78    32.77    32.75    32.73    32.73
  MI(Ixx) , in4   226950   232425   231216   232770   233625   234531   235486   235486

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 20.73 ft from member end )
END PATTERN (Ycg = 9.80 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     1 @ 34.000 in
     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.059 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.074 ft
Holddown Force        =  10.184 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       518.931         740 384.009      5.099 20652.256   471.932     154.045        
 
 
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#4[M13]       60.00        0.40       9.00       0.1460      3.1460     No
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62      10.37       2.7710      3.6362     No
      2      US#5[M16]       60.00        0.62      12.87*      3.6362      4.7087     No
      2      US#5[M16]       60.00        0.62      14.50*      4.7087      5.9170     No
      2      US#5[M16]       60.00        0.62      15.00*      5.9170     19.6670     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      9.1460    Yes
      2      US#4[M13]       60.00        0.40      14.75       9.1460     10.3753    Yes
      2      US#4[M13]       60.00        0.40      15.00      10.3753     41.4577    Yes
      2      US#4[M13]       60.00        0.40      14.75      41.4577     42.6870    Yes
      2      US#4[M13]       60.00        0.40      12.00      42.6870     48.6870    Yes
      2      US#5[M16]       60.00        0.62      15.00*     32.1660     45.9160     No
      2      US#5[M16]       60.00        0.62      14.50*     45.9160     47.1243     No
      2      US#5[M16]       60.00        0.62      12.87*     47.1243     48.1969     No
      2      US#5[M16]       60.00        0.62      10.37      48.1969     49.0620     No
      2      US#5[M16]       60.00        0.62       9.00      49.0620     50.5620     No
      2      US#5[M16]       60.00        0.62       7.50      50.5620     51.1870     No
      2      US#5[M16]       60.00        0.62       3.00      51.1870     51.4370     No
      2      US#4[M13]       60.00        0.40       9.00      48.6870     51.6870     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.80 in
         P_init    =      425.4 kips  Ecc = 13.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.20 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.743 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.91 ksi    0.00 ksi
    due to Composite Loads                                 -1.26 ksi    0.00 ksi
    due to Live Loads                                      -4.93 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.20 ksi  ( 5.71 %)            13.32 ksi ( 6.79 %)
Total Prestress Losses                                    24.52 ksi (12.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     8.1     6.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.4    32.2    72.3   135.1   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.7    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.5     1.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   141.0   112.5   249.9   455.5   586.6   662.3   672.8
            V      80.1    74.4    75.6    69.4    58.5    47.6    35.1    24.1
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    80.1    74.4    75.6    69.4    58.9    48.7    38.8    29.6
            M       0.0   142.8   114.2   249.9   438.5   553.1   592.2   567.8
Total     : M+      0.0   239.6   191.0   426.3   785.5  1026.5  1168.2  1200.9
            V     121.6   111.8   113.9   103.3    83.9    64.5    43.6    24.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   121.6   111.8   113.9   103.3    84.3    65.7    47.3    29.7
            M       0.0   241.4   192.8   426.3   768.5   992.9  1098.1  1095.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      41.6    36.2    27.2    14.5     6.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.1    72.3    32.2    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.7    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    662.3   586.6   455.5   249.9   112.5   141.0     0.0
            V      35.1    47.6    58.5    69.4    75.6    74.4    80.1
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    38.8    48.7    58.9    69.4    75.6    74.4    80.1
            M     592.2   553.1   438.5   249.9   114.2   142.8    -0.0
Total     : M+   1168.2  1026.4   785.5   426.3   191.0   239.6     0.0
            V      43.6    64.5    83.9   103.3   113.9   111.8   121.6
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    47.3    65.6    84.3   103.3   113.9   111.8   121.6
            M    1098.0   992.9   768.5   426.3   192.8   241.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.1             10.1
Deck+Haunch            17.0             17.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.6             37.6
DL-Comp.(DW)           16.8             16.8
Live                   75.0             75.0
        Truck          58.8             58.8
        Lane           16.3             16.3
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     8.1     6.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.4    32.2    72.3   135.1   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.7    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.5     1.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   112.8    90.0   199.9   364.4   469.3   529.9   538.2
            V      64.1    59.5    60.5    55.5    46.8    38.0    28.0    19.3
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    64.1    59.5    60.5    55.5    47.1    38.9    31.0    23.7
            M       0.0   114.2    91.4   199.9   350.8   442.5   473.7   454.2
Total     : M+      0.0   211.4   168.5   376.3   694.4   909.1  1035.8  1066.4
            V     105.6    96.9    98.8    89.4    72.2    55.0    36.6    19.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   105.6    96.9    98.8    89.4    72.5    55.9    39.5    23.7
            M       0.0   212.9   169.9   376.3   680.8   882.3   979.6   982.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      41.6    36.2    27.2    14.5     6.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.1    72.3    32.2    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.7    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    529.9   469.3   364.4   199.9    90.0   112.8     0.0
            V      28.0    38.0    46.8    55.5    60.5    59.5    64.1
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    31.0    38.9    47.1    55.5    60.5    59.5    64.1
            M     473.7   442.5   350.8   199.9    91.4   114.2    -0.0
Total     : M+   1035.7   909.1   694.4   376.3   168.5   211.4     0.0
            V      36.6    55.0    72.2    89.4    98.8    96.9   105.5
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    39.5    55.9    72.5    89.4    98.8    96.9   105.5
            M     979.6   882.3   680.8   376.3   169.9   212.9    -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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    30.1    24.0    53.8   100.7   134.1   154.2   160.9
(Max)       V      12.7    11.4    11.7    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    21.7    17.2    38.8    72.5    96.6   111.0   115.8
(Min)       V       9.1     8.2     8.4     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0    10.1     8.1    18.1    33.9    45.2    52.0    54.2
DC(Max)     V       4.3     3.8     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     7.3     5.8    13.1    24.4    32.6    37.4    39.1
DC(Min)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     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    50.5    40.2    90.3   168.9   225.1   258.8   270.0
Haunch (Max)V      21.2    19.2    19.6    17.3    13.0     8.7     4.3     0.0
Deck +    : M       0.0    36.4    28.9    65.0   121.6   162.1   186.3   194.4
Haunch (Min)V      15.3    13.8    14.1    12.5     9.4     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.9     1.4     1.8     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     1.0     1.3     1.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    17.8    40.0    74.8    99.6   114.5   119.5
DC(Max)     V       9.4     8.5     8.7     7.7     5.8     3.8     1.9     0.0
DL-Comp   : M       0.0    16.1    12.8    28.8    53.8    71.7    82.5    86.0
DC(Min)     V       6.8     6.1     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0    12.0     9.5    21.4    40.0    53.3    61.3    64.0
DW(Max)     V       5.0     4.5     4.6     4.1     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.1     9.3    17.3    23.1    26.6    27.7
DW(Min)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   246.7   196.8   437.3   797.1  1026.5  1159.1  1177.4
            V     140.1   130.2   132.3   121.5   102.3    83.2    61.3    42.2
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   140.1   130.2   132.3   121.5   103.0    85.2    67.9    51.8
            M       0.0   249.9   199.9   437.3   767.3   967.9  1036.3   993.6
Total     : M+      0.0   372.0   296.5   661.4  1216.4  1585.2  1801.7  1848.2
            V     192.8   177.7   180.9   164.5   134.6   104.8    72.2    42.3
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   192.8   177.7   180.9   164.5   135.3   106.7    78.7    51.9
            M       0.0   375.2   299.7   661.4  1186.5  1526.6  1678.9  1664.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     154.2   134.1   100.7    53.8    24.0    30.1     0.0
(Max)       V       2.6     5.2     7.7    10.3    11.7    11.4    12.7
Self wt.  : M     111.0    96.6    72.5    38.8    17.2    21.7     0.0
(Min)       V       1.9     3.7     5.6     7.4     8.4     8.2     9.1
DL-Prec.  : M      52.0    45.2    33.9    18.1     8.1    10.1     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     3.8     4.3
DL-Prec.  : M      37.4    32.6    24.4    13.1     5.8     7.3     0.0
DC(Min)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
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     258.8   225.1   168.9    90.3    40.2    50.5     0.0
Haunch (Max)V       4.3     8.7    13.0    17.3    19.6    19.2    21.2
Deck +    : M     186.3   162.1   121.6    65.0    28.9    36.4     0.0
Haunch (Min)V       3.1     6.2     9.4    12.5    14.1    13.8    15.3
Diaphragm : M       1.8     1.3     0.9     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.3     1.0     0.6     0.3     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     114.5    99.6    74.8    40.0    17.8    22.4     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     8.7     8.5     9.4
DL-Comp   : M      82.5    71.7    53.8    28.8    12.8    16.1     0.0
DC(Min)     V       1.4     2.8     4.1     5.5     6.2     6.1     6.8
DL-Comp   : M      61.3    53.3    40.0    21.4     9.5    12.0     0.0
DW(Max)     V       1.0     2.1     3.1     4.1     4.6     4.5     5.0
DL-Comp   : M      26.6    23.1    17.3     9.3     4.1     5.2     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
LL + I    : M+   1159.1  1026.5   797.1   437.3   196.8   246.7     0.0
            V      61.3    83.2   102.3   121.5   132.3   130.2   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    67.9    85.2   103.0   121.5   132.3   130.2   140.1
            M    1036.3   967.9   767.3   437.3   199.9   249.9    -0.0
Total     : M+   1801.6  1585.2  1216.3   661.4   296.5   372.0     0.0
            V      72.2   104.8   134.6   164.5   180.9   177.7   192.8
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    78.7   106.7   135.3   164.5   180.9   177.7   192.8
            M    1678.8  1526.5  1186.5   661.4   299.7   375.1    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.7             12.7
Deck+Haunch            21.2             21.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.0             47.0
DL-Comp.(DW)           25.2             25.2
Live                  131.3            131.3
        Truck         102.9            102.9
        Lane           28.5             28.5
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.1     6.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    40.4    32.2    72.3   135.1   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.7    13.9    10.4     6.9     3.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.5     1.8
(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    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     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     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   134.6   107.7   235.2   410.7   511.4   568.0   582.6
            V      78.8    72.3    73.7    66.5    55.1    43.9    37.2    30.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.8    72.3    73.7    66.5    55.1    44.2    37.2    30.4
            M       0.0   134.6   107.7   235.2   410.7   502.3   568.0   582.6
Total     : M+      0.0   233.2   186.3   411.6   740.7   951.3  1073.9  1110.7
            V     120.3   109.7   111.9   100.4    80.6    60.8    45.7    30.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.3   109.7   111.9   100.4    80.6    61.2    45.7    30.4
            M       0.0   233.2   186.3   411.6   740.7   942.2  1073.9  1110.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      41.6    36.2    27.2    14.5     6.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.1    72.3    32.2    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.7    15.3    17.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.1     0.2     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      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
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+    568.0   511.4   410.7   235.2   107.7   134.6     0.0
            V      37.2    43.9    55.1    66.5    73.7    72.3    78.8
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    37.2    44.2    55.1    66.5    73.7    72.3    78.8
            M     568.0   502.3   410.7   235.2   107.7   134.6     0.0
Total     : M+   1073.9   951.2   740.7   411.6   186.3   233.2     0.0
            V      45.7    60.8    80.6   100.4   111.9   109.7   120.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.7    61.2    80.6   100.4   111.9   109.7   120.3
            M    1073.9   942.2   740.7   411.6   186.3   233.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.094  -0.062  -0.174  -0.362  -0.548  -0.731  -0.731
Bottom         0.288   1.741   1.432   1.800   1.938   2.073   2.204   2.204
 
Self wt.
Precast-top   -0.000   0.102   0.081   0.182   0.340   0.451   0.516   0.539
Bottom        -0.000  -0.077  -0.062  -0.138  -0.256  -0.338  -0.385  -0.402
 
DL-Prec (DC)
Precast-top   -0.000   0.034   0.027   0.062   0.115   0.152   0.174   0.182
Bottom        -0.000  -0.026  -0.021  -0.047  -0.086  -0.114  -0.130  -0.136
 
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   0.001   0.003   0.005   0.006   0.007
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.171   0.136   0.306   0.571   0.758   0.867   0.904
Bottom        -0.000  -0.130  -0.104  -0.232  -0.430  -0.568  -0.647  -0.675
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.010   0.022   0.041   0.055   0.063   0.066
Precast-top   -0.000   0.006   0.005   0.010   0.019   0.025   0.029   0.031
Bottom        -0.000  -0.030  -0.024  -0.054  -0.101  -0.134  -0.153  -0.159
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.004   0.010   0.018   0.024   0.028   0.029
Precast-top   -0.000   0.003   0.002   0.005   0.009   0.011   0.013   0.014
Bottom        -0.000  -0.014  -0.011  -0.024  -0.045  -0.060  -0.068  -0.071
 
LL+I(+)
Topping-top   -0.000   0.098   0.078   0.173   0.315   0.404   0.455   0.462
Precast-top   -0.000   0.045   0.036   0.080   0.146   0.188   0.212   0.215
Bottom        -0.000  -0.239  -0.192  -0.422  -0.767  -0.983  -1.105  -1.122
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.116   0.092   0.205   0.375   0.484   0.546   0.557 
Precast-top   -0.000   0.268   0.227   0.473   0.840   1.042   1.086   1.160 
Bottom         0.288   1.225   1.018   0.882   0.251  -0.127  -0.288  -0.367 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.014   0.032   0.060   0.079   0.091   0.095 
Precast-top   -0.000   0.223   0.191   0.392   0.694   0.854   0.875   0.945 
Bottom         0.288   1.464   1.209   1.305   1.018   0.856   0.817   0.756 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.302   0.262 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.094  -0.062  -0.174  -0.362  -0.548  -0.731  -0.731
Bottom         0.288   1.741   1.432   1.800   1.938   2.073   2.204   2.204
 
Self wt.
Precast-top   -0.000   0.102   0.081   0.182   0.340   0.451   0.516   0.539
Bottom        -0.000  -0.077  -0.062  -0.138  -0.256  -0.338  -0.385  -0.402
 
DL-Prec (DC)
Precast-top   -0.000   0.034   0.027   0.062   0.115   0.152   0.174   0.182
Bottom        -0.000  -0.026  -0.021  -0.047  -0.086  -0.114  -0.130  -0.136
 
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   0.001   0.003   0.005   0.006   0.007
Bottom        -0.000  -0.001  -0.000  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.171   0.136   0.306   0.571   0.758   0.867   0.904
Bottom        -0.000  -0.130  -0.104  -0.232  -0.430  -0.568  -0.647  -0.675
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.010   0.022   0.041   0.055   0.063   0.066
Precast-top   -0.000   0.006   0.005   0.010   0.019   0.025   0.029   0.031
Bottom        -0.000  -0.030  -0.024  -0.054  -0.101  -0.134  -0.153  -0.159
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.004   0.010   0.018   0.024   0.028   0.029
Precast-top   -0.000   0.003   0.002   0.005   0.009   0.011   0.013   0.014
Bottom        -0.000  -0.014  -0.011  -0.024  -0.045  -0.060  -0.068  -0.071
 
LL+I(+)
Topping-top   -0.000   0.078   0.063   0.138   0.252   0.323   0.364   0.370
Precast-top   -0.000   0.036   0.029   0.064   0.117   0.150   0.169   0.172
Bottom        -0.000  -0.191  -0.153  -0.338  -0.613  -0.786  -0.884  -0.898
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.096   0.077   0.171   0.312   0.403   0.455   0.465 
Precast-top   -0.000   0.259   0.219   0.457   0.811   1.004   1.044   1.117 
Bottom         0.288   1.273   1.056   0.967   0.405   0.070  -0.067  -0.142 
 

 
 
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
F_LL+I(+)
Topping-top   -0.000   0.093   0.075   0.163   0.284   0.352   0.390   0.400
Precast-top   -0.000   0.043   0.034   0.075   0.131   0.164   0.181   0.186
Bottom        -0.000  -0.228  -0.184  -0.398  -0.691  -0.857  -0.947  -0.972
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.102   0.082   0.179   0.314   0.392   0.436   0.448 
Precast-top   -0.000   0.155   0.130   0.272   0.479   0.591   0.619   0.659 
Bottom         0.144   0.504   0.421   0.255  -0.182  -0.429  -0.539  -0.594 
 

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 :   0.50
    192.8    6.0   43.7    0.188   1.5   6.00e-3 50.0    196.6     1.074    3.013      0.63
      0.0    0.2   43.6     31.5 0.163      16.2 0.87    12.00     0.085    1.534 
Transfer:   3.00
    177.7    6.0   43.7    1.127   9.0   3.87e-3 42.5    166.0     0.708    1.251      0.00
    375.2    1.3   43.1    189.0 0.146      22.5 1.23    12.00     0.085    1.646 
Critical:   4.09
    171.0    6.0   43.7    1.201   9.0   2.84e-3 38.9    153.1     0.575    0.978      0.00
    517.0    1.4   43.0    189.0 0.140      28.0 1.53    12.00     0.085    1.565 
0.1L    :   5.18
    164.5    6.0   43.7    1.274   9.0   2.74e-3 38.6    145.1     0.538    0.913      0.00
    661.4    1.5   43.0    189.0 0.135      28.7 1.57    12.00     0.085    1.552 
0.2L    :  10.37
    135.3    6.0   40.4    2.028   9.0   1.79e-3 35.3    107.1     0.384    0.821      0.00
   1186.5    1.9   39.5    189.0 0.119      34.3 2.05    24.00     0.085    1.812 
0.3L    :  15.55
    106.7    6.0   41.9    2.170   9.0   2.19e-3 36.7     78.1     0.284    0.816      0.00
   1526.6    2.1   40.9    189.0 0.089      31.5 1.82    24.00     0.085    2.232 
0.4L    :  20.73
     78.7    6.0   43.4    2.170   0.0   2.32e-3 37.1     55.9     0.200    0.320      0.00
   1678.9    2.1   42.4    189.0 0.069      31.5 1.75    24.00     0.085    1.386 
0.5L    :  25.92
     51.9    6.0   43.4    2.170   0.0   1.82e-3 35.4     21.2     0.085    0.320      0.00
   1664.4    2.1   42.4    189.0 0.045      36.5 2.03    24.00     0.085    2.291 
0.6L    :  31.10
     78.7    6.0   43.4    2.170   0.0   2.32e-3 37.1     55.9     0.200    0.320      0.00
   1678.8    2.1   42.4    189.0 0.069      31.5 1.75    24.00     0.085    1.386 
0.7L    :  36.28
    106.7    6.0   41.9    2.170   9.0   2.19e-3 36.7     78.1     0.284    0.816      0.00
   1526.5    2.1   40.9    189.0 0.089      31.5 1.82    24.00     0.085    2.232 
0.8L    :  41.47
    135.3    6.0   40.4    2.028   9.0   1.79e-3 35.3    107.1     0.384    0.821      0.00
   1186.5    1.9   39.5    189.0 0.119      34.3 2.05    24.00     0.085    1.812 
0.9L    :  46.65
    164.5    6.0   43.7    1.274   9.0   2.74e-3 38.6    145.1     0.538    0.913      0.00
    661.4    1.5   43.0    189.0 0.135      28.7 1.57    12.00     0.085    1.552 
Critical:  47.75
    171.0    6.0   43.7    1.201   9.0   2.84e-3 38.9    153.1     0.575    0.978      0.00
    517.0    1.4   43.0    189.0 0.140      28.0 1.53    12.00     0.085    1.566 
Transfer:  48.83
    177.7    6.0   43.7    1.127   9.0   3.87e-3 42.5    166.0     0.707    1.251      0.00
    375.1    1.3   43.1    189.0 0.146      22.5 1.23    12.00     0.085    1.646 
Bearing :  51.33
    192.8    6.0   43.7    0.188   1.5   6.00e-3 50.0    196.6     1.074    3.013      0.63
      0.0    0.2   43.6     31.5 0.163      16.2 0.87    12.00     0.085    1.534 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    192.8      4.91     43.75    0.23       43.64    24.00      0.090      1.412      0.478      0.000*
Transfer:      2.50
    177.7      4.58     43.75    1.35       43.08    24.00      0.090      1.303      0.413      0.000*
Critical:      3.59
    171.1      4.42     43.75    1.44       43.03    24.00      0.090      1.248      0.380      0.400 
0.1L    :      4.68
    164.5      4.25     43.75    1.52       42.99    24.00      0.090      1.192      0.346      0.400 
0.2L    :      9.87
    135.3      3.81     40.45    1.93       39.48    24.00      0.090      1.044      0.258      0.325 
0.3L    :     15.05
    106.7      2.90     41.95    2.07       40.92    24.00      0.090      0.741      0.076      0.320 
0.4L    :     20.23
     78.7      2.06     43.45    2.07       42.42    24.00      0.090      0.462      0.000      0.320 
0.5L    :     25.42
     51.9      1.36     43.45    2.07       42.42    24.00      0.090      0.228      0.000      0.320 
0.6L    :     30.60
     78.7      2.06     43.45    2.07       42.42    24.00      0.090      0.462      0.000      0.320 
0.7L    :     35.78
    106.7      2.90     41.95    2.07       40.92    24.00      0.090      0.741      0.076      0.320 
0.8L    :     40.97
    135.3      3.81     40.45    1.93       39.48    24.00      0.090      1.044      0.258      0.325 
0.9L    :     46.15
    164.5      4.25     43.75    1.52       42.99    24.00      0.090      1.192      0.346      0.400 
Critical:     47.25
    171.1      4.42     43.75    1.44       43.03    24.00      0.090      1.248      0.380      0.400 
Transfer:     48.33
    177.7      4.58     43.75    1.35       43.08    24.00      0.090      1.303      0.413      0.000*
Bearing :     50.83
    192.8      4.91     43.75    0.23       43.64    24.00      0.090      1.412      0.478      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.68 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.101  2.30     -0.232
DL-Prec. (DC)  :                       -0.020  3.00     -0.061
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.87 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.040  3.00     -0.121
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.072
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 15.05 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.277  2.30     -0.638
DL-Prec. (DC)  :                       -0.056  3.00     -0.167
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.033  3.00     -0.100
DL-Comp. (DW)  :                       -0.015  3.00     -0.045
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 20.23 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.325  2.30     -0.747
DL-Prec. (DC)  :                       -0.065  3.00     -0.196
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.42 ft
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.342  2.30     -0.786
DL-Prec. (DC)  :                       -0.069  3.00     -0.206
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.018  3.00     -0.055
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.60 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.325  2.30     -0.747
DL-Prec. (DC)  :                       -0.065  3.00     -0.196
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.78 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.277  2.30     -0.638
DL-Prec. (DC)  :                       -0.056  3.00     -0.167
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.033  3.00     -0.100
DL-Comp. (DW)  :                       -0.015  3.00     -0.045
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.97 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.040  3.00     -0.121
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.072
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 46.15 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.101  2.30     -0.232
DL-Prec. (DC)  :                       -0.020  3.00     -0.061
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
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:   2.50
   372.0    38.3  1.409  266.9    1.6   1.35   1179.8  0.083T 1.00       -       -     -     -  
H/2     :   1.97
   296.5    38.2  1.160  267.4    1.3   1.11    971.9  0.101T 1.00       -       -     -     -  
0.1L    :   4.68
   661.4    38.9  1.593  266.5    1.8   1.52   1350.8  0.073T 1.00       -       -     -     -  
0.2L    :   9.87
  1216.4    40.4  2.028  265.7    2.3   1.93   1773.2  0.057T 1.00       -       -     -     -  
0.3L    :  15.05
  1585.2    41.9  2.170  265.6    2.4   2.07   1965.3  0.053T 1.00   1586.9  1586.9    1.24    -  
0.4L    :  20.23
  1801.7    43.4  2.170  265.8    2.4   2.07   2038.5  0.053T 1.00   1642.5  1642.5    1.24    -  
0.5L    :  25.42
  1848.2    43.4  2.170  265.8    2.4   2.07   2038.5  0.053T 1.00   1628.1  1628.1    1.25    -  
0.6L    :  30.60
  1801.6    43.4  2.170  265.8    2.4   2.07   2038.5  0.053T 1.00   1642.5  1642.5    1.24    -  
0.7L    :  35.78
  1585.2    41.9  2.170  265.6    2.4   2.07   1965.3  0.053T 1.00   1586.9  1586.9    1.24    -  
0.8L    :  40.97
  1216.3    40.4  2.028  265.7    2.3   1.93   1773.2  0.057T 1.00       -       -     -     -  
0.9L    :  46.15
   661.4    38.9  1.593  266.5    1.8   1.52   1350.8  0.073T 1.00       -       -     -     -  
H/2     :  48.86
   296.5    38.2  1.160  267.4    1.3   1.11    971.9  0.101T 1.00       -       -     -     -  
Transfer:  48.33
   372.0    38.3  1.409  266.9    1.6   1.35   1179.8  0.083T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.106
        M   2.00 Fb     0.460
 
  2   1 E  36.00 Ft     0.225
        M   6.00 Fb     0.398
 
  3   1 E  34.00 Ft     0.526
        M   4.00 Fb     0.360
 
  4   2 E   6.00 Ft     0.417
        M   6.00 Fb     0.822
 
  5   2 E   4.00 Ft     0.247
        M   4.00 Fb     1.330
 
  6   2 E   2.00 Ft     0.017
        M   2.00 Fb     1.884
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 51.83            Release Length, ft: 51.83
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   2           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.71 %               Final losses: 12.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.102   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.293   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2038.47     1848.22     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       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   0.557     Midspan    1.800   0.095     Midspan
    Pre.Top:   3.000   1.160     Midspan    2.250   0.945     Midspan
    Pre.Bot:   3.000   1.225    Transfer    2.250   1.464    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.142     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.659     Midspan
    Pre.Bot:                                                             2.000   0.504    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.42 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.342  2.30     -0.786
DL-Prec. (DC)  :                       -0.069  3.00     -0.206
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.018  3.00     -0.055
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-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  90.000 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       0.007      0.00       0.007   50.83
     DC  Line       0.070      0.00       0.070   50.83
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.833 ft
Release length = 51.833 ft
Design  length = 50.833 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.679   (Calculated)    
Live Moment (1  lane  loaded)  : 0.507   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.046   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.875   (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                  =        382.5 in2           1036.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           231991 in4#
Ht. of c.g.           =        17.06 in             33.64 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.50     1.97     4.68     9.87    15.05    20.23    25.42
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.5    394.3    392.2    394.3    394.3    394.3    394.3    394.3
  Yb      ,  in    17.02    16.82    16.86    16.80    16.75    16.71    16.66    16.66
  MI(Ixx) , in4    62107    62755    62601    62877    63202    63580    64008    64008
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1038.4   1047.8   1045.8   1047.8   1047.8   1047.8   1047.8   1047.8
  Yb      ,  in    33.60    33.37    33.42    33.37    33.35    33.33    33.32    33.32
  MI(Ixx) , in4   233072   238813   237546   239167   240042   240967   241942   241942

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 20.73 ft from member end )
END PATTERN (Ycg = 9.80 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     1 @ 34.000 in
     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.089 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.111 ft
Holddown Force        =  10.184 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       518.931         740 384.009      5.099 20652.256   471.932     154.045        
 
 
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#4[M13]       60.00        0.40       9.00       0.1460      3.1460     No
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62      10.37       2.7710      3.6362     No
      2      US#5[M16]       60.00        0.62      12.87*      3.6362      4.7087     No
      2      US#5[M16]       60.00        0.62      14.50*      4.7087      5.9170     No
      2      US#5[M16]       60.00        0.62      15.00*      5.9170     19.6670     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      9.1460    Yes
      2      US#4[M13]       60.00        0.40      14.75*      9.1460     10.3753    Yes
      2      US#4[M13]       60.00        0.40      15.00*     10.3753     41.4577    Yes
      2      US#4[M13]       60.00        0.40      14.75*     41.4577     42.6870    Yes
      2      US#4[M13]       60.00        0.40      12.00      42.6870     48.6870    Yes
      2      US#5[M16]       60.00        0.62      15.00*     32.1660     45.9160     No
      2      US#5[M16]       60.00        0.62      14.50*     45.9160     47.1243     No
      2      US#5[M16]       60.00        0.62      12.87*     47.1243     48.1969     No
      2      US#5[M16]       60.00        0.62      10.37      48.1969     49.0620     No
      2      US#5[M16]       60.00        0.62       9.00      49.0620     50.5620     No
      2      US#5[M16]       60.00        0.62       7.50      50.5620     51.1870     No
      2      US#5[M16]       60.00        0.62       3.00      51.1870     51.4370     No
      2      US#4[M13]       60.00        0.40       9.00      48.6870     51.6870     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.80 in
         P_init    =      425.4 kips  Ecc = 13.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.20 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.743 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.97 ksi    0.00 ksi
    due to Composite Loads                                 -1.26 ksi    0.00 ksi
    due to Live Loads                                      -5.19 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.20 ksi  ( 5.71 %)            13.00 ksi ( 6.63 %)
Total Prestress Losses                                    24.20 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   149.6   119.3   265.1   483.3   622.4   702.8   713.9
            V      98.8    91.7    93.2    85.6    72.1    58.7    43.2    29.8
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    98.8    91.7    93.2    85.6    72.6    60.0    47.8    36.5
            M       0.0   151.5   121.2   265.1   465.2   586.9   628.3   602.5
Total     : M+      0.0   248.8   198.3   442.7   815.6  1065.4  1212.4  1246.2
            V     140.5   129.4   131.8   119.7    97.7    75.8    51.9    29.9
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   140.5   129.4   131.8   119.7    98.2    77.2    56.5    36.6
            M       0.0   250.8   200.2   442.7   797.5  1029.8  1138.0  1134.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
Diaphragm : M       2.8     2.1     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    702.8   622.4   483.3   265.1   119.3   149.6     0.0
            V      43.2    58.7    72.1    85.6    93.2    91.7    98.8
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    47.8    60.0    72.6    85.6    93.2    91.7    98.8
            M     628.3   586.9   465.2   265.1   121.2   151.5    -0.0
Total     : M+   1212.3  1065.3   815.5   442.7   198.3   248.8     0.0
            V      51.9    75.8    97.7   119.7   131.8   129.4   140.5
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    56.4    77.2    98.2   119.7   131.8   129.4   140.5
            M    1137.9  1029.7   797.4   442.7   200.2   250.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.1             10.1
Deck+Haunch            18.6             18.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.6             37.6
DL-Comp.(DW)           16.8             16.8
Live                   75.0             75.0
        Truck          58.8             58.8
        Lane           16.3             16.3
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   119.7    95.5   212.1   386.7   497.9   562.2   571.1
            V      79.0    73.4    74.6    68.5    57.7    46.9    34.6    23.8
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    79.0    73.4    74.6    68.5    58.1    48.0    38.3    29.2
            M       0.0   121.2    97.0   212.1   372.2   469.5   502.7   482.0
Total     : M+      0.0   218.9   174.5   389.7   718.9   940.9  1071.9  1103.4
            V     120.8   111.1   113.1   102.6    83.3    64.0    43.2    23.9
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   120.8   111.1   113.1   102.6    83.7    65.2    46.9    29.3
            M       0.0   220.5   176.0   389.7   704.4   912.4  1012.3  1014.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
Diaphragm : M       2.8     2.1     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    562.2   497.9   386.7   212.1    95.5   119.7     0.0
            V      34.6    46.9    57.7    68.5    74.6    73.4    79.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.3    48.0    58.1    68.5    74.6    73.4    79.0
            M     502.7   469.5   372.2   212.1    97.0   121.2    -0.0
Total     : M+   1071.8   940.8   718.9   389.7   174.5   218.9     0.0
            V      43.2    64.0    83.3   102.6   113.1   111.0   120.8
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    46.9    65.1    83.7   102.6   113.1   111.0   120.8
            M    1012.2   912.3   704.4   389.7   176.0   220.4    -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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    30.1    24.0    53.8   100.7   134.1   154.2   160.9
(Max)       V      12.7    11.4    11.7    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    21.7    17.2    38.8    72.5    96.6   111.0   115.8
(Min)       V       9.1     8.2     8.4     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     5.8     4.6    10.4    19.5    26.0    29.8    31.1
DC(Max)     V       2.4     2.2     2.3     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     4.2     3.3     7.5    14.0    18.7    21.5    22.4
DC(Min)     V       1.8     1.6     1.6     1.4     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    55.4    44.1    99.1   185.3   246.8   283.8   296.1
Haunch (Max)V      23.3    21.0    21.5    19.0    14.3     9.5     4.8     0.0
Deck +    : M       0.0    39.9    31.7    71.3   133.4   177.7   204.3   213.2
Haunch (Min)V      16.8    15.1    15.5    13.7    10.3     6.8     3.4     0.0
Diaphragm : M       0.0     0.5     0.4     0.8     1.8     2.7     3.7     4.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.6     3.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    17.8    40.0    74.8    99.6   114.5   119.5
DC(Max)     V       9.4     8.5     8.7     7.7     5.8     3.8     1.9     0.0
DL-Comp   : M       0.0    16.1    12.8    28.8    53.8    71.7    82.5    86.0
DC(Min)     V       6.8     6.1     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0    12.0     9.5    21.4    40.0    53.3    61.3    64.0
DW(Max)     V       5.0     4.5     4.6     4.1     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.1     9.3    17.3    23.1    26.6    27.7
DW(Min)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   261.8   208.8   464.0   845.8  1089.2  1229.9  1249.3
            V     172.8   160.6   163.2   149.8   126.2   102.6    75.7    52.1
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   172.8   160.6   163.2   149.8   127.1   105.1    83.7    63.9
            M       0.0   265.1   212.1   464.0   814.2  1027.0  1099.6  1054.3
Total     : M+      0.0   387.8   309.2   689.5  1267.8  1651.8  1877.1  1925.3
            V     225.9   208.4   212.1   193.1   158.7   124.4    86.6    52.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   225.9   208.4   212.1   193.1   159.6   126.8    94.6    64.1
            M       0.0   391.2   312.5   689.5  1236.2  1589.5  1746.9  1730.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     154.2   134.1   100.7    53.8    24.0    30.1     0.0
(Max)       V       2.6     5.2     7.7    10.3    11.7    11.4    12.7
Self wt.  : M     111.0    96.6    72.5    38.8    17.2    21.7     0.0
(Min)       V       1.9     3.7     5.6     7.4     8.4     8.2     9.1
DL-Prec.  : M      29.8    26.0    19.5    10.4     4.6     5.8     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.3     2.2     2.4
DL-Prec.  : M      21.5    18.7    14.0     7.5     3.3     4.2     0.0
DC(Min)     V       0.4     0.7     1.1     1.4     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     283.8   246.8   185.3    99.1    44.1    55.4     0.0
Haunch (Max)V       4.8     9.5    14.3    19.0    21.5    21.0    23.3
Deck +    : M     204.3   177.7   133.4    71.3    31.7    39.9     0.0
Haunch (Min)V       3.4     6.8    10.3    13.7    15.5    15.1    16.8
Diaphragm : M       3.5     2.6     1.7     0.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.6     1.9     1.2     0.6     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     114.5    99.6    74.8    40.0    17.8    22.4     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     8.7     8.5     9.4
DL-Comp   : M      82.5    71.7    53.8    28.8    12.8    16.1     0.0
DC(Min)     V       1.4     2.8     4.1     5.5     6.2     6.1     6.8
DL-Comp   : M      61.3    53.3    40.0    21.4     9.5    12.0     0.0
DW(Max)     V       1.0     2.1     3.1     4.1     4.6     4.5     5.0
DL-Comp   : M      26.6    23.1    17.3     9.3     4.1     5.2     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
LL + I    : M+   1229.9  1089.2   845.8   464.0   208.8   261.8     0.0
            V      75.7   102.6   126.2   149.8   163.2   160.6   172.8
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    83.7   105.1   127.1   149.8   163.2   160.6   172.8
            M    1099.6  1027.0   814.2   464.0   212.1   265.1    -0.0
Total     : M+   1877.0  1651.7  1267.7   689.5   309.2   387.8     0.0
            V      86.6   124.4   158.7   193.1   212.1   208.4   225.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.6   126.8   159.6   193.1   212.1   208.4   225.9
            M    1746.8  1589.5  1236.1   689.5   312.5   391.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.7             12.7
Deck+Haunch            23.3             23.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.0             47.0
DL-Comp.(DW)           25.2             25.2
Live                  131.3            131.3
        Truck         102.9            102.9
        Lane           28.5             28.5
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(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    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     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     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   106.6    85.3   186.3   325.3   405.1   449.9   461.5
            V      81.4    74.6    76.0    68.7    56.9    45.3    38.4    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    81.4    74.6    76.0    68.7    56.9    45.7    38.4    31.4
            M       0.0   106.6    85.3   186.3   325.3   397.9   449.9   461.5
Total     : M+      0.0   205.9   164.4   363.9   657.5   848.0   959.6   993.7
            V     123.1   112.3   114.6   102.8    82.5    62.4    47.0    31.5
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   123.1   112.3   114.6   102.8    82.5    62.8    47.0    31.5
            M       0.0   205.9   164.4   363.9   657.5   840.8   959.6   993.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
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       2.8     2.1     1.4     0.7     0.3     0.4     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      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
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+    449.9   405.1   325.3   186.3    85.3   106.6     0.0
            V      38.4    45.3    56.9    68.7    76.0    74.6    81.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.4    45.7    56.9    68.7    76.0    74.6    81.4
            M     449.9   397.9   325.3   186.3    85.3   106.6     0.0
Total     : M+    959.5   847.9   657.5   363.8   164.3   205.9     0.0
            V      47.0    62.4    82.5   102.8   114.6   112.3   123.1
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    47.0    62.8    82.5   102.8   114.6   112.3   123.1
            M     959.5   840.7   657.5   363.8   164.3   205.9     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.013   0.030   0.056   0.074   0.085   0.089 
Precast-top   -0.000   0.225   0.192   0.396   0.700   0.863   0.885   0.958 
Bottom         0.288   1.462   1.208   1.302   1.012   0.848   0.807   0.745 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.302   0.262 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.077   0.062   0.136   0.238   0.298   0.331   0.341 
Precast-top   -0.000   0.142   0.120   0.250   0.442   0.546   0.569   0.609 
Bottom         0.144   0.552   0.460   0.339  -0.036  -0.248  -0.340  -0.390 
 

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 :   0.50
    225.9    6.0   43.7    0.188   1.5   6.00e-3 50.0    233.3     1.274    3.013      0.89
      0.0    0.2   43.6     31.5 0.191      16.2 0.87    12.00     0.085    1.310 
Transfer:   3.00
    208.4    6.0   43.7    1.126   9.0   5.80e-3 49.3    206.2     1.111    1.251      0.00
    391.2    1.2   43.1    189.0 0.172      16.4 0.90    12.00     0.085    1.112 
Critical:   4.09
    200.7    6.0   43.7    1.200   9.0   4.58e-3 45.0    194.2     0.902    0.978      0.00
    539.6    1.3   43.1    189.0 0.166      19.8 1.08    12.00     0.085    1.073 
0.1L    :   5.18
    193.1    6.0   43.7    1.272   9.0   3.77e-3 42.2    182.7     0.770    0.913      0.00
    689.5    1.4   43.1    189.0 0.159      22.9 1.25    12.00     0.085    1.159 
0.2L    :  10.37
    159.6    6.0   40.4    2.025   9.0   2.47e-3 37.7    140.1     0.546    0.821      0.00
   1236.2    1.8   39.6    189.0 0.142      28.2 1.68    12.00     0.085    1.398 
0.3L    :  15.55
    126.8    6.0   41.9    2.170   9.0   2.80e-3 38.8    105.0     0.411    0.816      0.00
   1589.5    1.9   41.0    189.0 0.107      27.0 1.55    24.00     0.085    1.733 
0.4L    :  20.73
     94.6    6.0   43.4    2.170   0.0   2.87e-3 39.1     77.7     0.297    0.320      0.00
   1746.9    1.9   42.5    189.0 0.082      27.4 1.52    24.00     0.085    1.058 
0.5L    :  25.92
     64.1    6.0   43.4    2.170   0.0   2.30e-3 37.1     39.4     0.140    0.320      0.00
   1730.3    1.9   42.5    189.0 0.056      31.7 1.76    24.00     0.085    1.711 
0.6L    :  31.10
     94.6    6.0   43.4    2.170   0.0   2.87e-3 39.1     77.7     0.297    0.320      0.00
   1746.8    1.9   42.5    189.0 0.082      27.4 1.52    24.00     0.085    1.058 
0.7L    :  36.28
    126.8    6.0   41.9    2.170   9.0   2.79e-3 38.8    105.0     0.411    0.816      0.00
   1589.5    1.9   41.0    189.0 0.107      27.0 1.55    24.00     0.085    1.733 
0.8L    :  41.47
    159.6    6.0   40.4    2.025   9.0   2.47e-3 37.6    140.1     0.546    0.821      0.00
   1236.1    1.8   39.6    189.0 0.142      28.2 1.68    12.00     0.085    1.398 
0.9L    :  46.65
    193.1    6.0   43.7    1.272   9.0   3.77e-3 42.2    182.7     0.770    0.913      0.00
    689.5    1.4   43.1    189.0 0.159      22.9 1.25    12.00     0.085    1.159 
Critical:  47.74
    200.7    6.0   43.7    1.200   9.0   4.58e-3 45.0    194.2     0.902    0.978      0.00
    539.6    1.3   43.1    189.0 0.166      19.8 1.08    12.00     0.085    1.073 
Transfer:  48.83
    208.4    6.0   43.7    1.126   9.0   5.80e-3 49.3    206.1     1.111    1.251      0.00
    391.2    1.2   43.1    189.0 0.172      16.4 0.90    12.00     0.085    1.112 
Bearing :  51.33
    225.9    6.0   43.7    0.188   1.5   6.00e-3 50.0    233.3     1.274    3.013      0.89
      0.0    0.2   43.6     31.5 0.191      16.2 0.87    12.00     0.085    1.310 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    225.9      5.75     43.75    0.21       43.65    24.00      0.090      1.692      0.646      0.000*
Transfer:      2.50
    208.4      5.37     43.75    1.23       43.14    24.00      0.090      1.564      0.570      0.000*
Critical:      3.59
    200.8      5.18     43.75    1.31       43.10    24.00      0.090      1.500      0.531      0.400*
0.1L    :      4.68
    193.1      4.98     43.75    1.39       43.06    24.00      0.090      1.436      0.493      0.400*
0.2L    :      9.87
    159.6      4.48     40.45    1.76       39.57    24.00      0.090      1.269      0.392      0.325*
0.3L    :     15.05
    126.8      3.44     41.95    1.89       41.01    24.00      0.090      0.920      0.183      0.320 
0.4L    :     20.23
     94.6      2.47     43.45    1.89       42.51    24.00      0.090      0.600      0.000      0.320 
0.5L    :     25.42
     64.1      1.67     43.45    1.89       42.51    24.00      0.090      0.333      0.000      0.320 
0.6L    :     30.60
     94.6      2.47     43.45    1.89       42.51    24.00      0.090      0.600      0.000      0.320 
0.7L    :     35.78
    126.8      3.44     41.95    1.89       41.01    24.00      0.090      0.920      0.183      0.320 
0.8L    :     40.97
    159.6      4.48     40.45    1.76       39.57    24.00      0.090      1.269      0.392      0.325*
0.9L    :     46.15
    193.1      4.98     43.75    1.39       43.06    24.00      0.090      1.436      0.493      0.400*
Critical:     47.24
    200.7      5.18     43.75    1.31       43.10    24.00      0.090      1.500      0.531      0.400*
Transfer:     48.33
    208.4      5.37     43.75    1.23       43.14    24.00      0.090      1.564      0.570      0.000*
Bearing :     50.83
    225.9      5.75     43.75    0.21       43.65    24.00      0.090      1.692      0.646      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.68 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.111  2.30     -0.255
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.87 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.220  2.30     -0.505
DL-Prec. (DC)  :                       -0.023  3.00     -0.069
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 15.05 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.304  2.30     -0.699
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.032  3.00     -0.097
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 20.23 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.356  2.30     -0.819
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.42 ft
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.375  2.30     -0.862
DL-Prec. (DC)  :                       -0.039  3.00     -0.118
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.60 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.356  2.30     -0.819
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.78 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.304  2.30     -0.699
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.032  3.00     -0.097
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.97 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.220  2.30     -0.505
DL-Prec. (DC)  :                       -0.023  3.00     -0.069
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 46.15 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.111  2.30     -0.255
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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:   2.50
   387.8    38.3  1.407  267.1    1.4   1.23   1181.3  0.091T 1.00       -       -     -     -  
H/2     :   1.97
   309.2    38.2  1.158  267.6    1.2   1.01    972.7  0.111T 1.00       -       -     -     -  
0.1L    :   4.68
   689.5    38.9  1.591  266.8    1.6   1.39   1353.0  0.080T 1.00       -       -     -     -  
0.2L    :   9.87
  1267.8    40.4  2.025  266.1    2.1   1.76   1777.4  0.063T 1.00       -       -     -     -  
0.3L    :  15.05
  1651.8    41.9  2.170  266.0    2.2   1.89   1972.5  0.058T 1.00    222.4   222.4    8.87    -  
0.4L    :  20.23
  1877.1    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    183.7   183.7   11.13    -  
0.5L    :  25.42
  1925.3    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    168.7   168.7   12.12    -  
0.6L    :  30.60
  1877.0    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    183.8   183.8   11.13    -  
0.7L    :  35.78
  1651.7    41.9  2.170  266.0    2.2   1.89   1972.5  0.058T 1.00    222.5   222.5    8.87    -  
0.8L    :  40.97
  1267.7    40.4  2.025  266.1    2.1   1.76   1777.4  0.063T 1.00       -       -     -     -  
0.9L    :  46.15
   689.5    38.9  1.591  266.8    1.6   1.39   1353.0  0.080T 1.00       -       -     -     -  
H/2     :  48.86
   309.2    38.2  1.158  267.6    1.2   1.01    972.7  0.111T 1.00       -       -     -     -  
Transfer:  48.33
   387.8    38.3  1.407  267.1    1.4   1.23   1181.3  0.091T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.106
        M   2.00 Fb     0.460
 
  2   1 E  36.00 Ft     0.225
        M   6.00 Fb     0.398
 
  3   1 E  34.00 Ft     0.526
        M   4.00 Fb     0.360
 
  4   2 E   6.00 Ft     0.417
        M   6.00 Fb     0.822
 
  5   2 E   4.00 Ft     0.247
        M   4.00 Fb     1.330
 
  6   2 E   2.00 Ft     0.017
        M   2.00 Fb     1.884
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 51.83            Release Length, ft: 51.83
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   2           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.71 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.102   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.293   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2045.68     1925.33     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.089     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.958     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.462    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.609     Midspan
    Pre.Bot:                                                             2.000   0.552    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.42 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.375  2.30     -0.862
DL-Prec. (DC)  :                       -0.039  3.00     -0.118
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  90.000 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       0.007      0.00       0.007   50.83
     DC  Line       0.070      0.00       0.070   50.83
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.833 ft
Release length = 51.833 ft
Design  length = 50.833 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.679   (Calculated)    
Live Moment (1  lane  loaded)  : 0.507   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.046   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.875   (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                  =        382.5 in2           1036.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           231991 in4#
Ht. of c.g.           =        17.06 in             33.64 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.50     1.97     4.68     9.87    15.05    20.23    25.42
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.5    394.3    392.2    394.3    394.3    394.3    394.3    394.3
  Yb      ,  in    17.02    16.82    16.86    16.80    16.75    16.71    16.66    16.66
  MI(Ixx) , in4    62107    62755    62601    62877    63202    63580    64008    64008
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1038.4   1047.8   1045.8   1047.8   1047.8   1047.8   1047.8   1047.8
  Yb      ,  in    33.60    33.37    33.42    33.37    33.35    33.33    33.32    33.32
  MI(Ixx) , in4   233072   238813   237546   239167   240042   240967   241942   241942

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 20.73 ft from member end )
END PATTERN (Ycg = 9.80 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     1 @ 34.000 in
     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.089 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.111 ft
Holddown Force        =  10.184 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       518.931         740 384.009      5.099 20652.256   471.932     154.045        
 
 
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#4[M13]       60.00        0.40       9.00       0.1460      3.1460     No
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62      10.37       2.7710      3.6362     No
      2      US#5[M16]       60.00        0.62      12.87*      3.6362      4.7087     No
      2      US#5[M16]       60.00        0.62      14.50*      4.7087      5.9170     No
      2      US#5[M16]       60.00        0.62      15.00*      5.9170     19.6670     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      9.1460    Yes
      2      US#4[M13]       60.00        0.40      14.75*      9.1460     10.3753    Yes
      2      US#4[M13]       60.00        0.40      15.00*     10.3753     41.4577    Yes
      2      US#4[M13]       60.00        0.40      14.75*     41.4577     42.6870    Yes
      2      US#4[M13]       60.00        0.40      12.00      42.6870     48.6870    Yes
      2      US#5[M16]       60.00        0.62      15.00*     32.1660     45.9160     No
      2      US#5[M16]       60.00        0.62      14.50*     45.9160     47.1243     No
      2      US#5[M16]       60.00        0.62      12.87*     47.1243     48.1969     No
      2      US#5[M16]       60.00        0.62      10.37      48.1969     49.0620     No
      2      US#5[M16]       60.00        0.62       9.00      49.0620     50.5620     No
      2      US#5[M16]       60.00        0.62       7.50      50.5620     51.1870     No
      2      US#5[M16]       60.00        0.62       3.00      51.1870     51.4370     No
      2      US#4[M13]       60.00        0.40       9.00      48.6870     51.6870     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.80 in
         P_init    =      425.4 kips  Ecc = 13.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.20 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.743 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.97 ksi    0.00 ksi
    due to Composite Loads                                 -1.26 ksi    0.00 ksi
    due to Live Loads                                      -5.19 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.20 ksi  ( 5.71 %)            13.00 ksi ( 6.63 %)
Total Prestress Losses                                    24.20 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   149.6   119.3   265.1   483.3   622.4   702.8   713.9
            V      98.8    91.7    93.2    85.6    72.1    58.7    43.2    29.8
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    98.8    91.7    93.2    85.6    72.6    60.0    47.8    36.5
            M       0.0   151.5   121.2   265.1   465.2   586.9   628.3   602.5
Total     : M+      0.0   248.8   198.3   442.7   815.6  1065.4  1212.4  1246.2
            V     140.5   129.4   131.8   119.7    97.7    75.8    51.9    29.9
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   140.5   129.4   131.8   119.7    98.2    77.2    56.5    36.6
            M       0.0   250.8   200.2   442.7   797.5  1029.8  1138.0  1134.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
Diaphragm : M       2.8     2.1     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    702.8   622.4   483.3   265.1   119.3   149.6     0.0
            V      43.2    58.7    72.1    85.6    93.2    91.7    98.8
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    47.8    60.0    72.6    85.6    93.2    91.7    98.8
            M     628.3   586.9   465.2   265.1   121.2   151.5    -0.0
Total     : M+   1212.3  1065.3   815.5   442.7   198.3   248.8     0.0
            V      51.9    75.8    97.7   119.7   131.8   129.4   140.5
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    56.4    77.2    98.2   119.7   131.8   129.4   140.5
            M    1137.9  1029.7   797.4   442.7   200.2   250.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.1             10.1
Deck+Haunch            18.6             18.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.6             37.6
DL-Comp.(DW)           16.8             16.8
Live                   75.0             75.0
        Truck          58.8             58.8
        Lane           16.3             16.3
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   119.7    95.5   212.1   386.7   497.9   562.2   571.1
            V      79.0    73.4    74.6    68.5    57.7    46.9    34.6    23.8
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    79.0    73.4    74.6    68.5    58.1    48.0    38.3    29.2
            M       0.0   121.2    97.0   212.1   372.2   469.5   502.7   482.0
Total     : M+      0.0   218.9   174.5   389.7   718.9   940.9  1071.9  1103.4
            V     120.8   111.1   113.1   102.6    83.3    64.0    43.2    23.9
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   120.8   111.1   113.1   102.6    83.7    65.2    46.9    29.3
            M       0.0   220.5   176.0   389.7   704.4   912.4  1012.3  1014.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
Diaphragm : M       2.8     2.1     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    562.2   497.9   386.7   212.1    95.5   119.7     0.0
            V      34.6    46.9    57.7    68.5    74.6    73.4    79.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.3    48.0    58.1    68.5    74.6    73.4    79.0
            M     502.7   469.5   372.2   212.1    97.0   121.2    -0.0
Total     : M+   1071.8   940.8   718.9   389.7   174.5   218.9     0.0
            V      43.2    64.0    83.3   102.6   113.1   111.0   120.8
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    46.9    65.1    83.7   102.6   113.1   111.0   120.8
            M    1012.2   912.3   704.4   389.7   176.0   220.4    -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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    30.1    24.0    53.8   100.7   134.1   154.2   160.9
(Max)       V      12.7    11.4    11.7    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    21.7    17.2    38.8    72.5    96.6   111.0   115.8
(Min)       V       9.1     8.2     8.4     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     5.8     4.6    10.4    19.5    26.0    29.8    31.1
DC(Max)     V       2.4     2.2     2.3     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     4.2     3.3     7.5    14.0    18.7    21.5    22.4
DC(Min)     V       1.8     1.6     1.6     1.4     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    55.4    44.1    99.1   185.3   246.8   283.8   296.1
Haunch (Max)V      23.3    21.0    21.5    19.0    14.3     9.5     4.8     0.0
Deck +    : M       0.0    39.9    31.7    71.3   133.4   177.7   204.3   213.2
Haunch (Min)V      16.8    15.1    15.5    13.7    10.3     6.8     3.4     0.0
Diaphragm : M       0.0     0.5     0.4     0.8     1.8     2.7     3.7     4.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.6     3.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    17.8    40.0    74.8    99.6   114.5   119.5
DC(Max)     V       9.4     8.5     8.7     7.7     5.8     3.8     1.9     0.0
DL-Comp   : M       0.0    16.1    12.8    28.8    53.8    71.7    82.5    86.0
DC(Min)     V       6.8     6.1     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0    12.0     9.5    21.4    40.0    53.3    61.3    64.0
DW(Max)     V       5.0     4.5     4.6     4.1     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.1     9.3    17.3    23.1    26.6    27.7
DW(Min)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   261.8   208.8   464.0   845.8  1089.2  1229.9  1249.3
            V     172.8   160.6   163.2   149.8   126.2   102.6    75.7    52.1
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   172.8   160.6   163.2   149.8   127.1   105.1    83.7    63.9
            M       0.0   265.1   212.1   464.0   814.2  1027.0  1099.6  1054.3
Total     : M+      0.0   387.8   309.2   689.5  1267.8  1651.8  1877.1  1925.3
            V     225.9   208.4   212.1   193.1   158.7   124.4    86.6    52.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   225.9   208.4   212.1   193.1   159.6   126.8    94.6    64.1
            M       0.0   391.2   312.5   689.5  1236.2  1589.5  1746.9  1730.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     154.2   134.1   100.7    53.8    24.0    30.1     0.0
(Max)       V       2.6     5.2     7.7    10.3    11.7    11.4    12.7
Self wt.  : M     111.0    96.6    72.5    38.8    17.2    21.7     0.0
(Min)       V       1.9     3.7     5.6     7.4     8.4     8.2     9.1
DL-Prec.  : M      29.8    26.0    19.5    10.4     4.6     5.8     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.3     2.2     2.4
DL-Prec.  : M      21.5    18.7    14.0     7.5     3.3     4.2     0.0
DC(Min)     V       0.4     0.7     1.1     1.4     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     283.8   246.8   185.3    99.1    44.1    55.4     0.0
Haunch (Max)V       4.8     9.5    14.3    19.0    21.5    21.0    23.3
Deck +    : M     204.3   177.7   133.4    71.3    31.7    39.9     0.0
Haunch (Min)V       3.4     6.8    10.3    13.7    15.5    15.1    16.8
Diaphragm : M       3.5     2.6     1.7     0.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.6     1.9     1.2     0.6     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     114.5    99.6    74.8    40.0    17.8    22.4     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     8.7     8.5     9.4
DL-Comp   : M      82.5    71.7    53.8    28.8    12.8    16.1     0.0
DC(Min)     V       1.4     2.8     4.1     5.5     6.2     6.1     6.8
DL-Comp   : M      61.3    53.3    40.0    21.4     9.5    12.0     0.0
DW(Max)     V       1.0     2.1     3.1     4.1     4.6     4.5     5.0
DL-Comp   : M      26.6    23.1    17.3     9.3     4.1     5.2     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
LL + I    : M+   1229.9  1089.2   845.8   464.0   208.8   261.8     0.0
            V      75.7   102.6   126.2   149.8   163.2   160.6   172.8
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    83.7   105.1   127.1   149.8   163.2   160.6   172.8
            M    1099.6  1027.0   814.2   464.0   212.1   265.1    -0.0
Total     : M+   1877.0  1651.7  1267.7   689.5   309.2   387.8     0.0
            V      86.6   124.4   158.7   193.1   212.1   208.4   225.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.6   126.8   159.6   193.1   212.1   208.4   225.9
            M    1746.8  1589.5  1236.1   689.5   312.5   391.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.7             12.7
Deck+Haunch            23.3             23.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.0             47.0
DL-Comp.(DW)           25.2             25.2
Live                  131.3            131.3
        Truck         102.9            102.9
        Lane           28.5             28.5
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(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    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     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     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   106.6    85.3   186.3   325.3   405.1   449.9   461.5
            V      81.4    74.6    76.0    68.7    56.9    45.3    38.4    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    81.4    74.6    76.0    68.7    56.9    45.7    38.4    31.4
            M       0.0   106.6    85.3   186.3   325.3   397.9   449.9   461.5
Total     : M+      0.0   205.9   164.4   363.9   657.5   848.0   959.6   993.7
            V     123.1   112.3   114.6   102.8    82.5    62.4    47.0    31.5
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   123.1   112.3   114.6   102.8    82.5    62.8    47.0    31.5
            M       0.0   205.9   164.4   363.9   657.5   840.8   959.6   993.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
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       2.8     2.1     1.4     0.7     0.3     0.4     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      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
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+    449.9   405.1   325.3   186.3    85.3   106.6     0.0
            V      38.4    45.3    56.9    68.7    76.0    74.6    81.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.4    45.7    56.9    68.7    76.0    74.6    81.4
            M     449.9   397.9   325.3   186.3    85.3   106.6     0.0
Total     : M+    959.5   847.9   657.5   363.8   164.3   205.9     0.0
            V      47.0    62.4    82.5   102.8   114.6   112.3   123.1
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    47.0    62.8    82.5   102.8   114.6   112.3   123.1
            M     959.5   840.7   657.5   363.8   164.3   205.9     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.013   0.030   0.056   0.074   0.085   0.089 
Precast-top   -0.000   0.225   0.192   0.396   0.700   0.863   0.885   0.958 
Bottom         0.288   1.462   1.208   1.302   1.012   0.848   0.807   0.745 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.302   0.262 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.077   0.062   0.136   0.238   0.298   0.331   0.341 
Precast-top   -0.000   0.142   0.120   0.250   0.442   0.546   0.569   0.609 
Bottom         0.144   0.552   0.460   0.339  -0.036  -0.248  -0.340  -0.390 
 

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 :   0.50
    225.9    6.0   43.7    0.188   1.5   6.00e-3 50.0    233.3     1.274    3.013      0.89
      0.0    0.2   43.6     31.5 0.191      16.2 0.87    12.00     0.085    1.310 
Transfer:   3.00
    208.4    6.0   43.7    1.126   9.0   5.80e-3 49.3    206.2     1.111    1.251      0.00
    391.2    1.2   43.1    189.0 0.172      16.4 0.90    12.00     0.085    1.112 
Critical:   4.09
    200.7    6.0   43.7    1.200   9.0   4.58e-3 45.0    194.2     0.902    0.978      0.00
    539.6    1.3   43.1    189.0 0.166      19.8 1.08    12.00     0.085    1.073 
0.1L    :   5.18
    193.1    6.0   43.7    1.272   9.0   3.77e-3 42.2    182.7     0.770    0.913      0.00
    689.5    1.4   43.1    189.0 0.159      22.9 1.25    12.00     0.085    1.159 
0.2L    :  10.37
    159.6    6.0   40.4    2.025   9.0   2.47e-3 37.7    140.1     0.546    0.821      0.00
   1236.2    1.8   39.6    189.0 0.142      28.2 1.68    12.00     0.085    1.398 
0.3L    :  15.55
    126.8    6.0   41.9    2.170   9.0   2.80e-3 38.8    105.0     0.411    0.816      0.00
   1589.5    1.9   41.0    189.0 0.107      27.0 1.55    24.00     0.085    1.733 
0.4L    :  20.73
     94.6    6.0   43.4    2.170   0.0   2.87e-3 39.1     77.7     0.297    0.320      0.00
   1746.9    1.9   42.5    189.0 0.082      27.4 1.52    24.00     0.085    1.058 
0.5L    :  25.92
     64.1    6.0   43.4    2.170   0.0   2.30e-3 37.1     39.4     0.140    0.320      0.00
   1730.3    1.9   42.5    189.0 0.056      31.7 1.76    24.00     0.085    1.711 
0.6L    :  31.10
     94.6    6.0   43.4    2.170   0.0   2.87e-3 39.1     77.7     0.297    0.320      0.00
   1746.8    1.9   42.5    189.0 0.082      27.4 1.52    24.00     0.085    1.058 
0.7L    :  36.28
    126.8    6.0   41.9    2.170   9.0   2.79e-3 38.8    105.0     0.411    0.816      0.00
   1589.5    1.9   41.0    189.0 0.107      27.0 1.55    24.00     0.085    1.733 
0.8L    :  41.47
    159.6    6.0   40.4    2.025   9.0   2.47e-3 37.6    140.1     0.546    0.821      0.00
   1236.1    1.8   39.6    189.0 0.142      28.2 1.68    12.00     0.085    1.398 
0.9L    :  46.65
    193.1    6.0   43.7    1.272   9.0   3.77e-3 42.2    182.7     0.770    0.913      0.00
    689.5    1.4   43.1    189.0 0.159      22.9 1.25    12.00     0.085    1.159 
Critical:  47.74
    200.7    6.0   43.7    1.200   9.0   4.58e-3 45.0    194.2     0.902    0.978      0.00
    539.6    1.3   43.1    189.0 0.166      19.8 1.08    12.00     0.085    1.073 
Transfer:  48.83
    208.4    6.0   43.7    1.126   9.0   5.80e-3 49.3    206.1     1.111    1.251      0.00
    391.2    1.2   43.1    189.0 0.172      16.4 0.90    12.00     0.085    1.112 
Bearing :  51.33
    225.9    6.0   43.7    0.188   1.5   6.00e-3 50.0    233.3     1.274    3.013      0.89
      0.0    0.2   43.6     31.5 0.191      16.2 0.87    12.00     0.085    1.310 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    225.9      5.75     43.75    0.21       43.65    24.00      0.090      1.692      0.646      0.000*
Transfer:      2.50
    208.4      5.37     43.75    1.23       43.14    24.00      0.090      1.564      0.570      0.000*
Critical:      3.59
    200.8      5.18     43.75    1.31       43.10    24.00      0.090      1.500      0.531      0.400*
0.1L    :      4.68
    193.1      4.98     43.75    1.39       43.06    24.00      0.090      1.436      0.493      0.400*
0.2L    :      9.87
    159.6      4.48     40.45    1.76       39.57    24.00      0.090      1.269      0.392      0.325*
0.3L    :     15.05
    126.8      3.44     41.95    1.89       41.01    24.00      0.090      0.920      0.183      0.320 
0.4L    :     20.23
     94.6      2.47     43.45    1.89       42.51    24.00      0.090      0.600      0.000      0.320 
0.5L    :     25.42
     64.1      1.67     43.45    1.89       42.51    24.00      0.090      0.333      0.000      0.320 
0.6L    :     30.60
     94.6      2.47     43.45    1.89       42.51    24.00      0.090      0.600      0.000      0.320 
0.7L    :     35.78
    126.8      3.44     41.95    1.89       41.01    24.00      0.090      0.920      0.183      0.320 
0.8L    :     40.97
    159.6      4.48     40.45    1.76       39.57    24.00      0.090      1.269      0.392      0.325*
0.9L    :     46.15
    193.1      4.98     43.75    1.39       43.06    24.00      0.090      1.436      0.493      0.400*
Critical:     47.24
    200.7      5.18     43.75    1.31       43.10    24.00      0.090      1.500      0.531      0.400*
Transfer:     48.33
    208.4      5.37     43.75    1.23       43.14    24.00      0.090      1.564      0.570      0.000*
Bearing :     50.83
    225.9      5.75     43.75    0.21       43.65    24.00      0.090      1.692      0.646      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.68 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.111  2.30     -0.255
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.87 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.220  2.30     -0.505
DL-Prec. (DC)  :                       -0.023  3.00     -0.069
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 15.05 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.304  2.30     -0.699
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.032  3.00     -0.097
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 20.23 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.356  2.30     -0.819
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.42 ft
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.375  2.30     -0.862
DL-Prec. (DC)  :                       -0.039  3.00     -0.118
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.60 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.356  2.30     -0.819
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.78 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.304  2.30     -0.699
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.032  3.00     -0.097
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.97 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.220  2.30     -0.505
DL-Prec. (DC)  :                       -0.023  3.00     -0.069
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 46.15 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.111  2.30     -0.255
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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:   2.50
   387.8    38.3  1.407  267.1    1.4   1.23   1181.3  0.091T 1.00       -       -     -     -  
H/2     :   1.97
   309.2    38.2  1.158  267.6    1.2   1.01    972.7  0.111T 1.00       -       -     -     -  
0.1L    :   4.68
   689.5    38.9  1.591  266.8    1.6   1.39   1353.0  0.080T 1.00       -       -     -     -  
0.2L    :   9.87
  1267.8    40.4  2.025  266.1    2.1   1.76   1777.4  0.063T 1.00       -       -     -     -  
0.3L    :  15.05
  1651.8    41.9  2.170  266.0    2.2   1.89   1972.5  0.058T 1.00    222.4   222.4    8.87    -  
0.4L    :  20.23
  1877.1    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    183.7   183.7   11.13    -  
0.5L    :  25.42
  1925.3    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    168.7   168.7   12.12    -  
0.6L    :  30.60
  1877.0    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    183.8   183.8   11.13    -  
0.7L    :  35.78
  1651.7    41.9  2.170  266.0    2.2   1.89   1972.5  0.058T 1.00    222.5   222.5    8.87    -  
0.8L    :  40.97
  1267.7    40.4  2.025  266.1    2.1   1.76   1777.4  0.063T 1.00       -       -     -     -  
0.9L    :  46.15
   689.5    38.9  1.591  266.8    1.6   1.39   1353.0  0.080T 1.00       -       -     -     -  
H/2     :  48.86
   309.2    38.2  1.158  267.6    1.2   1.01    972.7  0.111T 1.00       -       -     -     -  
Transfer:  48.33
   387.8    38.3  1.407  267.1    1.4   1.23   1181.3  0.091T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.106
        M   2.00 Fb     0.460
 
  2   1 E  36.00 Ft     0.225
        M   6.00 Fb     0.398
 
  3   1 E  34.00 Ft     0.526
        M   4.00 Fb     0.360
 
  4   2 E   6.00 Ft     0.417
        M   6.00 Fb     0.822
 
  5   2 E   4.00 Ft     0.247
        M   4.00 Fb     1.330
 
  6   2 E   2.00 Ft     0.017
        M   2.00 Fb     1.884
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 51.83            Release Length, ft: 51.83
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   2           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.71 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.102   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.293   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2045.68     1925.33     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.089     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.958     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.462    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.609     Midspan
    Pre.Bot:                                                             2.000   0.552    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.42 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.375  2.30     -0.862
DL-Prec. (DC)  :                       -0.039  3.00     -0.118
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  90.000 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       0.007      0.00       0.007   50.83
     DC  Line       0.070      0.00       0.070   50.83
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.833 ft
Release length = 51.833 ft
Design  length = 50.833 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.679   (Calculated)    
Live Moment (1  lane  loaded)  : 0.507   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.046   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.875   (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                  =        382.5 in2           1036.5 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           231991 in4#
Ht. of c.g.           =        17.06 in             33.64 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1131.8 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.50     1.97     4.68     9.87    15.05    20.23    25.42
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.5    394.3    392.2    394.3    394.3    394.3    394.3    394.3
  Yb      ,  in    17.02    16.82    16.86    16.80    16.75    16.71    16.66    16.66
  MI(Ixx) , in4    62107    62755    62601    62877    63202    63580    64008    64008
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2   1038.4   1047.8   1045.8   1047.8   1047.8   1047.8   1047.8   1047.8
  Yb      ,  in    33.60    33.37    33.42    33.37    33.35    33.33    33.32    33.32
  MI(Ixx) , in4   233072   238813   237546   239167   240042   240967   241942   241942

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 20.73 ft from member end )
END PATTERN (Ycg = 9.80 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     1 @ 34.000 in
     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.089 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.111 ft
Holddown Force        =  10.184 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       518.931         740 384.009      5.099 20652.256   471.932     154.045        
 
 
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#4[M13]       60.00        0.40       9.00       0.1460      3.1460     No
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62      10.37       2.7710      3.6362     No
      2      US#5[M16]       60.00        0.62      12.87*      3.6362      4.7087     No
      2      US#5[M16]       60.00        0.62      14.50*      4.7087      5.9170     No
      2      US#5[M16]       60.00        0.62      15.00*      5.9170     19.6670     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      9.1460    Yes
      2      US#4[M13]       60.00        0.40      14.75*      9.1460     10.3753    Yes
      2      US#4[M13]       60.00        0.40      15.00*     10.3753     41.4577    Yes
      2      US#4[M13]       60.00        0.40      14.75*     41.4577     42.6870    Yes
      2      US#4[M13]       60.00        0.40      12.00      42.6870     48.6870    Yes
      2      US#5[M16]       60.00        0.62      15.00*     32.1660     45.9160     No
      2      US#5[M16]       60.00        0.62      14.50*     45.9160     47.1243     No
      2      US#5[M16]       60.00        0.62      12.87*     47.1243     48.1969     No
      2      US#5[M16]       60.00        0.62      10.37      48.1969     49.0620     No
      2      US#5[M16]       60.00        0.62       9.00      49.0620     50.5620     No
      2      US#5[M16]       60.00        0.62       7.50      50.5620     51.1870     No
      2      US#5[M16]       60.00        0.62       3.00      51.1870     51.4370     No
      2      US#4[M13]       60.00        0.40       9.00      48.6870     51.6870     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.80 in
         P_init    =      425.4 kips  Ecc = 13.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.20 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.743 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.97 ksi    0.00 ksi
    due to Composite Loads                                 -1.26 ksi    0.00 ksi
    due to Live Loads                                      -5.19 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.20 ksi  ( 5.71 %)            13.00 ksi ( 6.63 %)
Total Prestress Losses                                    24.20 ksi (12.35 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   149.6   119.3   265.1   483.3   622.4   702.8   713.9
            V      98.8    91.7    93.2    85.6    72.1    58.7    43.2    29.8
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    98.8    91.7    93.2    85.6    72.6    60.0    47.8    36.5
            M       0.0   151.5   121.2   265.1   465.2   586.9   628.3   602.5
Total     : M+      0.0   248.8   198.3   442.7   815.6  1065.4  1212.4  1246.2
            V     140.5   129.4   131.8   119.7    97.7    75.8    51.9    29.9
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   140.5   129.4   131.8   119.7    98.2    77.2    56.5    36.6
            M       0.0   250.8   200.2   442.7   797.5  1029.8  1138.0  1134.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
Diaphragm : M       2.8     2.1     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    702.8   622.4   483.3   265.1   119.3   149.6     0.0
            V      43.2    58.7    72.1    85.6    93.2    91.7    98.8
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    47.8    60.0    72.6    85.6    93.2    91.7    98.8
            M     628.3   586.9   465.2   265.1   121.2   151.5    -0.0
Total     : M+   1212.3  1065.3   815.5   442.7   198.3   248.8     0.0
            V      51.9    75.8    97.7   119.7   131.8   129.4   140.5
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    56.4    77.2    98.2   119.7   131.8   129.4   140.5
            M    1137.9  1029.7   797.4   442.7   200.2   250.7    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.1             10.1
Deck+Haunch            18.6             18.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.6             37.6
DL-Comp.(DW)           16.8             16.8
Live                   75.0             75.0
        Truck          58.8             58.8
        Lane           16.3             16.3
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   119.7    95.5   212.1   386.7   497.9   562.2   571.1
            V      79.0    73.4    74.6    68.5    57.7    46.9    34.6    23.8
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    79.0    73.4    74.6    68.5    58.1    48.0    38.3    29.2
            M       0.0   121.2    97.0   212.1   372.2   469.5   502.7   482.0
Total     : M+      0.0   218.9   174.5   389.7   718.9   940.9  1071.9  1103.4
            V     120.8   111.1   113.1   102.6    83.3    64.0    43.2    23.9
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   120.8   111.1   113.1   102.6    83.7    65.2    46.9    29.3
            M       0.0   220.5   176.0   389.7   704.4   912.4  1012.3  1014.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
Diaphragm : M       2.8     2.1     1.4     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    562.2   497.9   386.7   212.1    95.5   119.7     0.0
            V      34.6    46.9    57.7    68.5    74.6    73.4    79.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.3    48.0    58.1    68.5    74.6    73.4    79.0
            M     502.7   469.5   372.2   212.1    97.0   121.2    -0.0
Total     : M+   1071.8   940.8   718.9   389.7   174.5   218.9     0.0
            V      43.2    64.0    83.3   102.6   113.1   111.0   120.8
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    46.9    65.1    83.7   102.6   113.1   111.0   120.8
            M    1012.2   912.3   704.4   389.7   176.0   220.4    -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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    30.1    24.0    53.8   100.7   134.1   154.2   160.9
(Max)       V      12.7    11.4    11.7    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    21.7    17.2    38.8    72.5    96.6   111.0   115.8
(Min)       V       9.1     8.2     8.4     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0     5.8     4.6    10.4    19.5    26.0    29.8    31.1
DC(Max)     V       2.4     2.2     2.3     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     4.2     3.3     7.5    14.0    18.7    21.5    22.4
DC(Min)     V       1.8     1.6     1.6     1.4     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    55.4    44.1    99.1   185.3   246.8   283.8   296.1
Haunch (Max)V      23.3    21.0    21.5    19.0    14.3     9.5     4.8     0.0
Deck +    : M       0.0    39.9    31.7    71.3   133.4   177.7   204.3   213.2
Haunch (Min)V      16.8    15.1    15.5    13.7    10.3     6.8     3.4     0.0
Diaphragm : M       0.0     0.5     0.4     0.8     1.8     2.7     3.7     4.5
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.6     1.3     2.0     2.6     3.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    17.8    40.0    74.8    99.6   114.5   119.5
DC(Max)     V       9.4     8.5     8.7     7.7     5.8     3.8     1.9     0.0
DL-Comp   : M       0.0    16.1    12.8    28.8    53.8    71.7    82.5    86.0
DC(Min)     V       6.8     6.1     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0    12.0     9.5    21.4    40.0    53.3    61.3    64.0
DW(Max)     V       5.0     4.5     4.6     4.1     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.1     9.3    17.3    23.1    26.6    27.7
DW(Min)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   261.8   208.8   464.0   845.8  1089.2  1229.9  1249.3
            V     172.8   160.6   163.2   149.8   126.2   102.6    75.7    52.1
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   172.8   160.6   163.2   149.8   127.1   105.1    83.7    63.9
            M       0.0   265.1   212.1   464.0   814.2  1027.0  1099.6  1054.3
Total     : M+      0.0   387.8   309.2   689.5  1267.8  1651.8  1877.1  1925.3
            V     225.9   208.4   212.1   193.1   158.7   124.4    86.6    52.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   225.9   208.4   212.1   193.1   159.6   126.8    94.6    64.1
            M       0.0   391.2   312.5   689.5  1236.2  1589.5  1746.9  1730.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     154.2   134.1   100.7    53.8    24.0    30.1     0.0
(Max)       V       2.6     5.2     7.7    10.3    11.7    11.4    12.7
Self wt.  : M     111.0    96.6    72.5    38.8    17.2    21.7     0.0
(Min)       V       1.9     3.7     5.6     7.4     8.4     8.2     9.1
DL-Prec.  : M      29.8    26.0    19.5    10.4     4.6     5.8     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.3     2.2     2.4
DL-Prec.  : M      21.5    18.7    14.0     7.5     3.3     4.2     0.0
DC(Min)     V       0.4     0.7     1.1     1.4     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     283.8   246.8   185.3    99.1    44.1    55.4     0.0
Haunch (Max)V       4.8     9.5    14.3    19.0    21.5    21.0    23.3
Deck +    : M     204.3   177.7   133.4    71.3    31.7    39.9     0.0
Haunch (Min)V       3.4     6.8    10.3    13.7    15.5    15.1    16.8
Diaphragm : M       3.5     2.6     1.7     0.8     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.6     1.9     1.2     0.6     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     114.5    99.6    74.8    40.0    17.8    22.4     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     8.7     8.5     9.4
DL-Comp   : M      82.5    71.7    53.8    28.8    12.8    16.1     0.0
DC(Min)     V       1.4     2.8     4.1     5.5     6.2     6.1     6.8
DL-Comp   : M      61.3    53.3    40.0    21.4     9.5    12.0     0.0
DW(Max)     V       1.0     2.1     3.1     4.1     4.6     4.5     5.0
DL-Comp   : M      26.6    23.1    17.3     9.3     4.1     5.2     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
LL + I    : M+   1229.9  1089.2   845.8   464.0   208.8   261.8     0.0
            V      75.7   102.6   126.2   149.8   163.2   160.6   172.8
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    83.7   105.1   127.1   149.8   163.2   160.6   172.8
            M    1099.6  1027.0   814.2   464.0   212.1   265.1    -0.0
Total     : M+   1877.0  1651.7  1267.7   689.5   309.2   387.8     0.0
            V      86.6   124.4   158.7   193.1   212.1   208.4   225.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    94.6   126.8   159.6   193.1   212.1   208.4   225.9
            M    1746.8  1589.5  1236.1   689.5   312.5   391.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.7             12.7
Deck+Haunch            23.3             23.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.0             47.0
DL-Comp.(DW)           25.2             25.2
Live                  131.3            131.3
        Truck         102.9            102.9
        Lane           28.5             28.5
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.7     3.7     8.3    15.6    20.8    23.9    24.9
DC(Max)     V       2.0     1.8     1.8     1.6     1.2     0.8     0.4     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    44.3    35.3    79.2   148.2   197.5   227.0   236.9
Haunch (Max)V      18.6    16.8    17.2    15.2    11.4     7.6     3.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.4     2.2     2.9     3.6
(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    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     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     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   106.6    85.3   186.3   325.3   405.1   449.9   461.5
            V      81.4    74.6    76.0    68.7    56.9    45.3    38.4    31.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    81.4    74.6    76.0    68.7    56.9    45.7    38.4    31.4
            M       0.0   106.6    85.3   186.3   325.3   397.9   449.9   461.5
Total     : M+      0.0   205.9   164.4   363.9   657.5   848.0   959.6   993.7
            V     123.1   112.3   114.6   102.8    82.5    62.4    47.0    31.5
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   123.1   112.3   114.6   102.8    82.5    62.8    47.0    31.5
            M       0.0   205.9   164.4   363.9   657.5   840.8   959.6   993.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      23.9    20.8    15.6     8.3     3.7     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.8     1.8     2.0
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     227.0   197.5   148.2    79.2    35.3    44.3     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    16.8    18.6
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       2.8     2.1     1.4     0.7     0.3     0.4     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      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
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+    449.9   405.1   325.3   186.3    85.3   106.6     0.0
            V      38.4    45.3    56.9    68.7    76.0    74.6    81.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.4    45.7    56.9    68.7    76.0    74.6    81.4
            M     449.9   397.9   325.3   186.3    85.3   106.6     0.0
Total     : M+    959.5   847.9   657.5   363.8   164.3   205.9     0.0
            V      47.0    62.4    82.5   102.8   114.6   112.3   123.1
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    47.0    62.8    82.5   102.8   114.6   112.3   123.1
            M     959.5   840.7   657.5   363.8   164.3   205.9     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.013   0.030   0.056   0.074   0.085   0.089 
Precast-top   -0.000   0.225   0.192   0.396   0.700   0.863   0.885   0.958 
Bottom         0.288   1.462   1.208   1.302   1.012   0.848   0.807   0.745 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.302   0.262 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.077   0.062   0.136   0.238   0.298   0.331   0.341 
Precast-top   -0.000   0.142   0.120   0.250   0.442   0.546   0.569   0.609 
Bottom         0.144   0.552   0.460   0.339  -0.036  -0.248  -0.340  -0.390 
 

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 :   0.50
    225.9    6.0   43.7    0.188   1.5   6.00e-3 50.0    233.3     1.274    3.013      0.89
      0.0    0.2   43.6     31.5 0.191      16.2 0.87    12.00     0.085    1.310 
Transfer:   3.00
    208.4    6.0   43.7    1.126   9.0   5.80e-3 49.3    206.2     1.111    1.251      0.00
    391.2    1.2   43.1    189.0 0.172      16.4 0.90    12.00     0.085    1.112 
Critical:   4.09
    200.7    6.0   43.7    1.200   9.0   4.58e-3 45.0    194.2     0.902    0.978      0.00
    539.6    1.3   43.1    189.0 0.166      19.8 1.08    12.00     0.085    1.073 
0.1L    :   5.18
    193.1    6.0   43.7    1.272   9.0   3.77e-3 42.2    182.7     0.770    0.913      0.00
    689.5    1.4   43.1    189.0 0.159      22.9 1.25    12.00     0.085    1.159 
0.2L    :  10.37
    159.6    6.0   40.4    2.025   9.0   2.47e-3 37.7    140.1     0.546    0.821      0.00
   1236.2    1.8   39.6    189.0 0.142      28.2 1.68    12.00     0.085    1.398 
0.3L    :  15.55
    126.8    6.0   41.9    2.170   9.0   2.80e-3 38.8    105.0     0.411    0.816      0.00
   1589.5    1.9   41.0    189.0 0.107      27.0 1.55    24.00     0.085    1.733 
0.4L    :  20.73
     94.6    6.0   43.4    2.170   0.0   2.87e-3 39.1     77.7     0.297    0.320      0.00
   1746.9    1.9   42.5    189.0 0.082      27.4 1.52    24.00     0.085    1.058 
0.5L    :  25.92
     64.1    6.0   43.4    2.170   0.0   2.30e-3 37.1     39.4     0.140    0.320      0.00
   1730.3    1.9   42.5    189.0 0.056      31.7 1.76    24.00     0.085    1.711 
0.6L    :  31.10
     94.6    6.0   43.4    2.170   0.0   2.87e-3 39.1     77.7     0.297    0.320      0.00
   1746.8    1.9   42.5    189.0 0.082      27.4 1.52    24.00     0.085    1.058 
0.7L    :  36.28
    126.8    6.0   41.9    2.170   9.0   2.79e-3 38.8    105.0     0.411    0.816      0.00
   1589.5    1.9   41.0    189.0 0.107      27.0 1.55    24.00     0.085    1.733 
0.8L    :  41.47
    159.6    6.0   40.4    2.025   9.0   2.47e-3 37.6    140.1     0.546    0.821      0.00
   1236.1    1.8   39.6    189.0 0.142      28.2 1.68    12.00     0.085    1.398 
0.9L    :  46.65
    193.1    6.0   43.7    1.272   9.0   3.77e-3 42.2    182.7     0.770    0.913      0.00
    689.5    1.4   43.1    189.0 0.159      22.9 1.25    12.00     0.085    1.159 
Critical:  47.74
    200.7    6.0   43.7    1.200   9.0   4.58e-3 45.0    194.2     0.902    0.978      0.00
    539.6    1.3   43.1    189.0 0.166      19.8 1.08    12.00     0.085    1.073 
Transfer:  48.83
    208.4    6.0   43.7    1.126   9.0   5.80e-3 49.3    206.1     1.111    1.251      0.00
    391.2    1.2   43.1    189.0 0.172      16.4 0.90    12.00     0.085    1.112 
Bearing :  51.33
    225.9    6.0   43.7    0.188   1.5   6.00e-3 50.0    233.3     1.274    3.013      0.89
      0.0    0.2   43.6     31.5 0.191      16.2 0.87    12.00     0.085    1.310 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    225.9      5.75     43.75    0.21       43.65    24.00      0.090      1.692      0.646      0.000*
Transfer:      2.50
    208.4      5.37     43.75    1.23       43.14    24.00      0.090      1.564      0.570      0.000*
Critical:      3.59
    200.8      5.18     43.75    1.31       43.10    24.00      0.090      1.500      0.531      0.400*
0.1L    :      4.68
    193.1      4.98     43.75    1.39       43.06    24.00      0.090      1.436      0.493      0.400*
0.2L    :      9.87
    159.6      4.48     40.45    1.76       39.57    24.00      0.090      1.269      0.392      0.325*
0.3L    :     15.05
    126.8      3.44     41.95    1.89       41.01    24.00      0.090      0.920      0.183      0.320 
0.4L    :     20.23
     94.6      2.47     43.45    1.89       42.51    24.00      0.090      0.600      0.000      0.320 
0.5L    :     25.42
     64.1      1.67     43.45    1.89       42.51    24.00      0.090      0.333      0.000      0.320 
0.6L    :     30.60
     94.6      2.47     43.45    1.89       42.51    24.00      0.090      0.600      0.000      0.320 
0.7L    :     35.78
    126.8      3.44     41.95    1.89       41.01    24.00      0.090      0.920      0.183      0.320 
0.8L    :     40.97
    159.6      4.48     40.45    1.76       39.57    24.00      0.090      1.269      0.392      0.325*
0.9L    :     46.15
    193.1      4.98     43.75    1.39       43.06    24.00      0.090      1.436      0.493      0.400*
Critical:     47.24
    200.7      5.18     43.75    1.31       43.10    24.00      0.090      1.500      0.531      0.400*
Transfer:     48.33
    208.4      5.37     43.75    1.23       43.14    24.00      0.090      1.564      0.570      0.000*
Bearing :     50.83
    225.9      5.75     43.75    0.21       43.65    24.00      0.090      1.692      0.646      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.68 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.111  2.30     -0.255
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.87 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.220  2.30     -0.505
DL-Prec. (DC)  :                       -0.023  3.00     -0.069
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 15.05 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.304  2.30     -0.699
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.032  3.00     -0.097
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 20.23 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.356  2.30     -0.819
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.42 ft
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.375  2.30     -0.862
DL-Prec. (DC)  :                       -0.039  3.00     -0.118
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.60 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.356  2.30     -0.819
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.78 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.304  2.30     -0.699
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.032  3.00     -0.097
DL-Comp. (DW)  :                       -0.014  3.00     -0.043
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.97 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.220  2.30     -0.505
DL-Prec. (DC)  :                       -0.023  3.00     -0.069
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.010  3.00     -0.031
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 46.15 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.111  2.30     -0.255
DL-Prec. (DC)  :                       -0.012  3.00     -0.035
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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:   2.50
   387.8    38.3  1.407  267.1    1.4   1.23   1181.3  0.091T 1.00       -       -     -     -  
H/2     :   1.97
   309.2    38.2  1.158  267.6    1.2   1.01    972.7  0.111T 1.00       -       -     -     -  
0.1L    :   4.68
   689.5    38.9  1.591  266.8    1.6   1.39   1353.0  0.080T 1.00       -       -     -     -  
0.2L    :   9.87
  1267.8    40.4  2.025  266.1    2.1   1.76   1777.4  0.063T 1.00       -       -     -     -  
0.3L    :  15.05
  1651.8    41.9  2.170  266.0    2.2   1.89   1972.5  0.058T 1.00    222.4   222.4    8.87    -  
0.4L    :  20.23
  1877.1    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    183.7   183.7   11.13    -  
0.5L    :  25.42
  1925.3    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    168.7   168.7   12.12    -  
0.6L    :  30.60
  1877.0    43.4  2.170  266.1    2.2   1.89   2045.7  0.058T 1.00    183.8   183.8   11.13    -  
0.7L    :  35.78
  1651.7    41.9  2.170  266.0    2.2   1.89   1972.5  0.058T 1.00    222.5   222.5    8.87    -  
0.8L    :  40.97
  1267.7    40.4  2.025  266.1    2.1   1.76   1777.4  0.063T 1.00       -       -     -     -  
0.9L    :  46.15
   689.5    38.9  1.591  266.8    1.6   1.39   1353.0  0.080T 1.00       -       -     -     -  
H/2     :  48.86
   309.2    38.2  1.158  267.6    1.2   1.01    972.7  0.111T 1.00       -       -     -     -  
Transfer:  48.33
   387.8    38.3  1.407  267.1    1.4   1.23   1181.3  0.091T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.106
        M   2.00 Fb     0.460
 
  2   1 E  36.00 Ft     0.225
        M   6.00 Fb     0.398
 
  3   1 E  34.00 Ft     0.526
        M   4.00 Fb     0.360
 
  4   2 E   6.00 Ft     0.417
        M   6.00 Fb     0.822
 
  5   2 E   4.00 Ft     0.247
        M   4.00 Fb     1.330
 
  6   2 E   2.00 Ft     0.017
        M   2.00 Fb     1.884
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 51.83            Release Length, ft: 51.83
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   2           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.71 %               Final losses: 12.35 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.102   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.293   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2045.68     1925.33     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.089     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.958     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.462    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.609     Midspan
    Pre.Bot:                                                             2.000   0.552    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.42 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.375  2.30     -0.862
DL-Prec. (DC)  :                       -0.039  3.00     -0.118
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.054
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-B                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  5.000 in    Bot =  7.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 in
Effective width  =  82.008 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       0.064      0.00       0.064   50.83
     DC  Line       0.007      0.00       0.007   50.83
     DC  Line       0.064      0.00       0.064   50.83
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    25.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 51.833 ft
Release length = 51.833 ft
Design  length = 50.833 ft
 
Kern points:
------------
Upper    =   26.56 in
Lower    =    9.67 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.634   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.787   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.848   (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                  =        382.5 in2            979.0 in2#
Total Height          =        39.00 in             47.25 in  
Mom. of Inertia (Ixx) =        62000 in4           225929 in4#
Ht. of c.g.           =        17.06 in             33.07 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        398.4 plf           1067.3 plf   
Mom. of Inertia (Iyy) =       5157.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9290

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     2.50     1.97     4.68     9.87    15.05    20.23    25.42
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    384.5    394.3    392.2    394.3    394.3    394.3    394.3    394.3
  Yb      ,  in    17.02    16.82    16.86    16.80    16.75    16.71    16.66    16.66
  MI(Ixx) , in4    62107    62755    62601    62877    63202    63580    64008    64008
Composite: (At Final, using Ec =  4592.2 ksi )
  Area    , in2    980.9    990.3    988.3    990.3    990.3    990.3    990.3    990.3
  Yb      ,  in    33.02    32.79    32.84    32.79    32.77    32.75    32.73    32.73
  MI(Ixx) , in4   226959   232436   231226   232781   233636   234541   235496   235496

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4592.23 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 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           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 20.73 ft from member end )
END PATTERN (Ycg = 9.80 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     1 @ 34.000 in
     1 @ 36.000 in
 
MID PATTERN (Ycg = 3.80 in):
(A) Draped:
     1 @  4.000 in     1 @  6.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.059 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.074 ft
Holddown Force        =  10.184 kips     Beam Shrtng (PL/AE)   =      0.152 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)       
-------------------------------------------------------------------------------------
       518.931         740 384.009      5.099 20652.256   471.932     154.045        
 
 
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#4[M13]       60.00        0.40       9.00       0.1460      3.1460     No
      2      US#5[M16]       60.00        0.62       3.00       0.3960      0.6460     No
      2      US#5[M16]       60.00        0.62       7.50       0.6460      1.2710     No
      2      US#5[M16]       60.00        0.62       9.00       1.2710      2.7710     No
      2      US#5[M16]       60.00        0.62      10.37       2.7710      3.6362     No
      2      US#5[M16]       60.00        0.62      12.87*      3.6362      4.7087     No
      2      US#5[M16]       60.00        0.62      14.50*      4.7087      5.9170     No
      2      US#5[M16]       60.00        0.62      15.00*      5.9170     19.6670     No
      2      US#4[M13]       60.00        0.40      12.00       3.1460      9.1460    Yes
      2      US#4[M13]       60.00        0.40      14.75       9.1460     10.3753    Yes
      2      US#4[M13]       60.00        0.40      15.00      10.3753     41.4577    Yes
      2      US#4[M13]       60.00        0.40      14.75      41.4577     42.6870    Yes
      2      US#4[M13]       60.00        0.40      12.00      42.6870     48.6870    Yes
      2      US#5[M16]       60.00        0.62      15.00*     32.1660     45.9160     No
      2      US#5[M16]       60.00        0.62      14.50*     45.9160     47.1243     No
      2      US#5[M16]       60.00        0.62      12.87*     47.1243     48.1969     No
      2      US#5[M16]       60.00        0.62      10.37      48.1969     49.0620     No
      2      US#5[M16]       60.00        0.62       9.00      49.0620     50.5620     No
      2      US#5[M16]       60.00        0.62       7.50      50.5620     51.1870     No
      2      US#5[M16]       60.00        0.62       3.00      51.1870     51.4370     No
      2      US#4[M13]       60.00        0.40       9.00      48.6870     51.6870     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start   End   Side Cover 
                       (in)      (in2)  (ft)    (ft)     (in)    
-----------------------------------------------------------------
      2 US#6[M19]           2.00 0.880 0.1458 51.5830       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg =  3.80 in
         P_init    =      425.4 kips  Ecc = 13.26 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    11.20 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.743 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.91 ksi    0.00 ksi
    due to Composite Loads                                 -1.26 ksi    0.00 ksi
    due to Live Loads                                      -4.93 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                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        10.11 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 11.20 ksi  ( 5.71 %)            13.32 ksi ( 6.79 %)
Total Prestress Losses                                    24.52 ksi (12.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     8.1     6.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.4    32.2    72.3   135.2   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.7    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.5     1.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   141.0   112.5   249.9   455.6   586.7   662.5   673.0
            V      80.1    74.4    75.6    69.4    58.5    47.6    35.1    24.1
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    80.1    74.4    75.6    69.4    58.9    48.7    38.8    29.6
            M       0.0   142.8   114.3   249.9   438.6   553.2   592.3   567.9
Total     : M+      0.0   239.6   191.0   426.4   785.7  1026.6  1168.4  1201.1
            V     121.6   111.8   113.9   103.3    83.9    64.5    43.6    24.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   121.6   111.8   113.9   103.3    84.3    65.7    47.3    29.7
            M       0.0   241.5   192.8   426.4   768.6   993.1  1098.3  1096.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      41.6    36.2    27.2    14.5     6.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.2    72.3    32.2    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.7    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    662.5   586.7   455.6   249.9   112.5   141.0     0.0
            V      35.1    47.6    58.5    69.4    75.6    74.4    80.1
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    38.8    48.7    58.9    69.4    75.6    74.4    80.1
            M     592.3   553.2   438.6   249.9   114.3   142.8    -0.0
Total     : M+   1168.4  1026.6   785.7   426.4   191.0   239.6     0.0
            V      43.6    64.5    83.9   103.3   113.9   111.8   121.6
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    47.3    65.7    84.3   103.3   113.9   111.8   121.6
            M    1098.2   993.1   768.6   426.4   192.8   241.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               10.1             10.1
Deck+Haunch            17.0             17.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.4              3.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.6             37.6
DL-Comp.(DW)           16.8             16.8
Live                   75.0             75.0
        Truck          58.8             58.8
        Lane           16.3             16.3
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
DL-Prec.  : M       0.0     8.1     6.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    40.4    32.2    72.3   135.2   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.7    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.5     1.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     0.0
DL-Comp   : M       0.0     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
LL + I    : M+      0.0   112.8    90.0   200.0   364.5   469.4   530.0   538.4
            V      64.1    59.5    60.5    55.5    46.8    38.1    28.0    19.3
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    64.1    59.5    60.5    55.5    47.1    39.0    31.0    23.7
            M       0.0   114.3    91.4   200.0   350.9   442.6   473.9   454.3
Total     : M+      0.0   211.4   168.5   376.4   694.6   909.3  1035.9  1066.5
            V     105.6    96.9    98.8    89.4    72.2    55.0    36.6    19.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   105.6    96.9    98.8    89.4    72.5    55.9    39.5    23.8
            M       0.0   212.9   169.9   376.4   680.9   882.5   979.8   982.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
DL-Prec.  : M      41.6    36.2    27.2    14.5     6.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.2    72.3    32.2    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.7    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
LL + I    : M+    530.0   469.4   364.5   200.0    90.0   112.8     0.0
            V      28.0    38.1    46.8    55.5    60.5    59.5    64.1
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    31.0    39.0    47.1    55.5    60.5    59.5    64.1
            M     473.9   442.6   350.9   200.0    91.4   114.3    -0.0
Total     : M+   1035.9   909.2   694.5   376.4   168.5   211.4     0.0
            V      36.6    55.0    72.2    89.4    98.8    96.9   105.6
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    39.5    55.9    72.5    89.4    98.8    96.9   105.6
            M     979.7   882.4   680.9   376.4   169.9   212.9    -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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    30.1    24.0    53.8   100.7   134.1   154.2   160.9
(Max)       V      12.7    11.4    11.7    10.3     7.7     5.2     2.6     0.0
Self wt.  : M       0.0    21.7    17.2    38.8    72.5    96.6   111.0   115.8
(Min)       V       9.1     8.2     8.4     7.4     5.6     3.7     1.9     0.0
DL-Prec.  : M       0.0    10.1     8.1    18.2    33.9    45.2    52.0    54.3
DC(Max)     V       4.3     3.8     3.9     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     7.3     5.8    13.1    24.4    32.6    37.4    39.1
DC(Min)     V       3.1     2.8     2.8     2.5     1.9     1.3     0.6     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    50.5    40.2    90.3   169.0   225.1   258.8   270.0
Haunch (Max)V      21.2    19.2    19.6    17.3    13.0     8.7     4.3     0.0
Deck +    : M       0.0    36.4    29.0    65.0   121.7   162.1   186.3   194.4
Haunch (Min)V      15.3    13.8    14.1    12.5     9.4     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.9     1.4     1.8     2.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     1.0     1.3     1.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    22.4    17.8    40.0    74.8    99.6   114.5   119.5
DC(Max)     V       9.4     8.5     8.7     7.7     5.8     3.8     1.9     0.0
DL-Comp   : M       0.0    16.1    12.8    28.8    53.8    71.7    82.5    86.0
DC(Min)     V       6.8     6.1     6.2     5.5     4.1     2.8     1.4     0.0
DL-Comp   : M       0.0    12.0     9.5    21.4    40.0    53.3    61.3    64.0
DW(Max)     V       5.0     4.5     4.6     4.1     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     4.1     9.3    17.3    23.1    26.6    27.7
DW(Min)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   246.7   196.9   437.4   797.3  1026.8  1159.3  1177.7
            V     140.2   130.2   132.3   121.5   102.4    83.2    61.4    42.2
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   140.2   130.2   132.3   121.5   103.1    85.2    67.9    51.8
            M       0.0   249.9   200.0   437.4   767.5   968.1  1036.5   993.9
Total     : M+      0.0   372.0   296.6   661.5  1216.6  1585.5  1802.0  1848.6
            V     192.9   177.7   181.0   164.5   134.7   104.8    72.2    42.3
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   192.9   177.7   181.0   164.5   135.3   106.8    78.7    51.9
            M       0.0   375.2   299.7   661.5  1186.8  1526.9  1679.2  1664.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     154.2   134.1   100.7    53.8    24.0    30.1     0.0
(Max)       V       2.6     5.2     7.7    10.3    11.7    11.4    12.7
Self wt.  : M     111.0    96.6    72.5    38.8    17.2    21.7     0.0
(Min)       V       1.9     3.7     5.6     7.4     8.4     8.2     9.1
DL-Prec.  : M      52.0    45.2    33.9    18.2     8.1    10.1     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     3.9     3.8     4.3
DL-Prec.  : M      37.4    32.6    24.4    13.1     5.8     7.3     0.0
DC(Min)     V       0.6     1.3     1.9     2.5     2.8     2.8     3.1
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     258.8   225.1   169.0    90.3    40.2    50.5     0.0
Haunch (Max)V       4.3     8.7    13.0    17.3    19.6    19.2    21.2
Deck +    : M     186.3   162.1   121.7    65.0    29.0    36.4     0.0
Haunch (Min)V       3.1     6.2     9.4    12.5    14.1    13.8    15.3
Diaphragm : M       1.8     1.3     0.9     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.3     1.0     0.6     0.3     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     114.5    99.6    74.8    40.0    17.8    22.4     0.0
DC(Max)     V       1.9     3.8     5.8     7.7     8.7     8.5     9.4
DL-Comp   : M      82.5    71.7    53.8    28.8    12.8    16.1     0.0
DC(Min)     V       1.4     2.8     4.1     5.5     6.2     6.1     6.8
DL-Comp   : M      61.3    53.3    40.0    21.4     9.5    12.0     0.0
DW(Max)     V       1.0     2.1     3.1     4.1     4.6     4.5     5.0
DL-Comp   : M      26.6    23.1    17.3     9.3     4.1     5.2     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
LL + I    : M+   1159.3  1026.8   797.3   437.4   196.9   246.7     0.0
            V      61.4    83.2   102.4   121.5   132.3   130.2   140.2
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    67.9    85.2   103.1   121.5   132.3   130.2   140.2
            M    1036.5   968.1   767.5   437.4   200.0   249.9    -0.0
Total     : M+   1801.9  1585.5  1216.6   661.5   296.6   372.0     0.0
            V      72.2   104.8   134.7   164.5   181.0   177.7   192.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    78.7   106.8   135.3   164.5   181.0   177.7   192.9
            M    1679.1  1526.8  1186.7   661.5   299.7   375.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               12.7             12.7
Deck+Haunch            21.2             21.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           47.0             47.0
DL-Comp.(DW)           25.2             25.2
Live                  131.3            131.3
        Truck         102.9            102.9
        Lane           28.5             28.5
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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
Self wt.  : M       0.0    24.1    19.2    43.1    80.5   107.3   123.3   128.7
(Max)       V      10.1     9.1     9.3     8.3     6.2     4.1     2.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     8.1     6.5    14.5    27.2    36.2    41.6    43.4
DC(Max)     V       3.4     3.1     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    40.4    32.2    72.3   135.2   180.1   207.0   216.0
Haunch (Max)V      17.0    15.3    15.7    13.9    10.4     6.9     3.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.7     1.1     1.5     1.8
(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    17.9    14.2    32.0    59.8    79.7    91.6    95.6
DC(Max)     V       7.5     6.8     6.9     6.1     4.6     3.1     1.5     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     8.0     6.3    14.3    26.7    35.5    40.9    42.6
DW(Max)     V       3.4     3.0     3.1     2.7     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   134.6   107.8   235.2   410.8   511.5   568.2   582.7
            V      78.8    72.3    73.7    66.5    55.2    43.9    37.2    30.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    78.8    72.3    73.7    66.5    55.2    44.2    37.2    30.4
            M       0.0   134.6   107.8   235.2   410.8   502.5   568.2   582.7
Total     : M+      0.0   233.3   186.3   411.7   740.8   951.4  1074.1  1110.9
            V     120.3   109.7   112.0   100.4    80.6    60.9    45.7    30.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.3   109.7   112.0   100.4    80.6    61.2    45.7    30.4
            M       0.0   233.3   186.3   411.7   740.8   942.4  1074.1  1110.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.60   35.78   40.97   46.15   48.86   48.33   50.83
Self wt.  : M     123.3   107.3    80.5    43.1    19.2    24.1     0.0
(Max)       V       2.1     4.1     6.2     8.3     9.3     9.1    10.1
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      41.6    36.2    27.2    14.5     6.5     8.1     0.0
DC(Max)     V       0.7     1.4     2.1     2.8     3.2     3.1     3.4
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     207.0   180.1   135.2    72.3    32.2    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.7    15.3    17.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.1     0.2     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      91.6    79.7    59.8    32.0    14.2    17.9     0.0
DC(Max)     V       1.5     3.1     4.6     6.1     6.9     6.8     7.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      40.9    35.5    26.7    14.3     6.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.7     3.1     3.0     3.4
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+    568.2   511.5   410.8   235.2   107.8   134.6     0.0
            V      37.2    43.9    55.2    66.5    73.7    72.3    78.8
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    37.2    44.2    55.2    66.5    73.7    72.3    78.8
            M     568.2   502.5   410.8   235.2   107.8   134.6     0.0
Total     : M+   1074.1   951.4   740.8   411.7   186.3   233.3     0.0
            V      45.7    60.9    80.6   100.4   112.0   109.7   120.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.7    61.2    80.6   100.4   112.0   109.7   120.3
            M    1074.1   942.3   740.8   411.7   186.3   233.3     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.014   0.032   0.060   0.079   0.091   0.095 
Precast-top   -0.000   0.223   0.191   0.393   0.694   0.855   0.875   0.946 
Bottom         0.288   1.464   1.209   1.305   1.018   0.856   0.817   0.756 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.18   10.37   15.55   20.73   25.92
 
Beam-Self
Precast-top    0.124   0.204   0.362   0.473   0.538   0.560 
Bottom        -0.094  -0.154  -0.272  -0.354  -0.401  -0.418 
 
Prestress
Precast-top   -0.107  -0.198  -0.411  -0.623  -0.831  -0.831 
Bottom         1.978   2.045   2.201   2.354   2.503   2.503 
 
Total
Precast-top    0.017   0.007  -0.050  -0.150  -0.293  -0.270 
Bottom         1.884   1.890   1.929   2.000   2.102   2.085 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.302   0.262 
Ast_prvd, in2  0.880   0.880   0.880   0.880   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.95 %)
             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    2.50    1.97    4.68    9.87   15.05   20.23   25.42
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    1.97    4.68    9.87   15.05   20.23   25.42
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.102   0.082   0.179   0.314   0.392   0.436   0.448 
Precast-top   -0.000   0.155   0.130   0.272   0.479   0.591   0.619   0.659 
Bottom         0.144   0.504   0.421   0.255  -0.182  -0.429  -0.539  -0.594 
 

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 :   0.50
    192.9    6.0   43.7    0.188   1.5   6.00e-3 50.0    196.7     1.074    3.013      0.63
      0.0    0.2   43.6     31.5 0.163      16.2 0.87    12.00     0.085    1.534 
Transfer:   3.00
    177.7    6.0   43.7    1.127   9.0   3.87e-3 42.6    166.1     0.708    1.251      0.00
    375.2    1.3   43.1    189.0 0.146      22.5 1.23    12.00     0.085    1.645 
Critical:   4.09
    171.1    6.0   43.7    1.201   9.0   2.84e-3 38.9    153.1     0.575    0.978      0.00
    517.1    1.4   43.0    189.0 0.140      28.0 1.53    12.00     0.085    1.565 
0.1L    :   5.18
    164.5    6.0   43.7    1.274   9.0   2.74e-3 38.6    145.2     0.539    0.913      0.00
    661.5    1.5   43.0    189.0 0.135      28.7 1.57    12.00     0.085    1.552 
0.2L    :  10.37
    135.3    6.0   40.4    2.028   9.0   1.80e-3 35.3    107.2     0.384    0.821      0.00
   1186.8    1.9   39.5    189.0 0.119      34.2 2.05    24.00     0.085    1.811 
0.3L    :  15.55
    106.8    6.0   41.9    2.170   9.0   2.19e-3 36.7     78.2     0.284    0.816      0.00
   1526.9    2.1   40.9    189.0 0.089      31.5 1.82    24.00     0.085    2.231 
0.4L    :  20.73
     78.7    6.0   43.4    2.170   0.0   2.32e-3 37.1     55.9     0.200    0.320      0.00
   1679.2    2.1   42.4    189.0 0.069      31.5 1.75    24.00     0.085    1.385 
0.5L    :  25.92
     51.9    6.0   43.4    2.170   0.0   1.82e-3 35.4     21.2     0.085    0.320      0.00
   1664.7    2.1   42.4    189.0 0.045      36.5 2.03    24.00     0.085    2.290 
0.6L    :  31.10
     78.7    6.0   43.4    2.170   0.0   2.32e-3 37.1     55.9     0.200    0.320      0.00
   1679.1    2.1   42.4    189.0 0.069      31.5 1.75    24.00     0.085    1.386 
0.7L    :  36.28
    106.8    6.0   41.9    2.170   9.0   2.19e-3 36.7     78.1     0.284    0.816      0.00
   1526.8    2.1   40.9    189.0 0.089      31.5 1.82    24.00     0.085    2.231 
0.8L    :  41.47
    135.3    6.0   40.4    2.028   9.0   1.80e-3 35.3    107.2     0.384    0.821      0.00
   1186.7    1.9   39.5    189.0 0.119      34.3 2.05    24.00     0.085    1.811 
0.9L    :  46.65
    164.5    6.0   43.7    1.274   9.0   2.74e-3 38.6    145.2     0.539    0.913      0.00
    661.5    1.5   43.0    189.0 0.135      28.7 1.57    12.00     0.085    1.552 
Critical:  47.75
    171.1    6.0   43.7    1.201   9.0   2.84e-3 38.9    153.1     0.575    0.978      0.00
    517.1    1.4   43.0    189.0 0.140      28.0 1.53    12.00     0.085    1.565 
Transfer:  48.83
    177.7    6.0   43.7    1.127   9.0   3.87e-3 42.6    166.1     0.708    1.251      0.00
    375.2    1.3   43.1    189.0 0.146      22.5 1.23    12.00     0.085    1.645 
Bearing :  51.33
    192.9    6.0   43.7    0.188   1.5   6.00e-3 50.0    196.7     1.074    3.013      0.63
      0.0    0.2   43.6     31.5 0.163      16.2 0.87    12.00     0.085    1.534 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =    9.75
Abrst_rqrd, in2 =    0.85
 
 
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 = 9.00(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
    192.9      4.91     43.75    0.23       43.64    24.00      0.090      1.412      0.478      0.000*
Transfer:      2.50
    177.7      4.58     43.75    1.35       43.08    24.00      0.090      1.303      0.413      0.000*
Critical:      3.59
    171.2      4.42     43.75    1.44       43.03    24.00      0.090      1.248      0.380      0.400 
0.1L    :      4.68
    164.5      4.25     43.75    1.52       42.99    24.00      0.090      1.192      0.346      0.400 
0.2L    :      9.87
    135.3      3.81     40.45    1.93       39.48    24.00      0.090      1.045      0.258      0.325 
0.3L    :     15.05
    106.8      2.90     41.95    2.07       40.92    24.00      0.090      0.742      0.076      0.320 
0.4L    :     20.23
     78.7      2.06     43.45    2.07       42.42    24.00      0.090      0.462      0.000      0.320 
0.5L    :     25.42
     51.9      1.36     43.45    2.07       42.42    24.00      0.090      0.228      0.000      0.320 
0.6L    :     30.60
     78.7      2.06     43.45    2.07       42.42    24.00      0.090      0.462      0.000      0.320 
0.7L    :     35.78
    106.8      2.90     41.95    2.07       40.92    24.00      0.090      0.742      0.076      0.320 
0.8L    :     40.97
    135.3      3.81     40.45    1.93       39.48    24.00      0.090      1.045      0.258      0.325 
0.9L    :     46.15
    164.5      4.25     43.75    1.52       42.99    24.00      0.090      1.192      0.346      0.400 
Critical:     47.25
    171.2      4.42     43.75    1.44       43.03    24.00      0.090      1.248      0.380      0.400 
Transfer:     48.33
    177.7      4.58     43.75    1.35       43.08    24.00      0.090      1.303      0.413      0.000*
Bearing :     50.83
    192.9      4.91     43.75    0.23       43.64    24.00      0.090      1.412      0.478      0.000*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.68 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.101  2.30     -0.232
DL-Prec. (DC)  :                       -0.020  3.00     -0.061
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.87 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.040  3.00     -0.121
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.072
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 15.05 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.277  2.30     -0.638
DL-Prec. (DC)  :                       -0.056  3.00     -0.167
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.033  3.00     -0.100
DL-Comp. (DW)  :                       -0.015  3.00     -0.045
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 20.23 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.325  2.30     -0.747
DL-Prec. (DC)  :                       -0.065  3.00     -0.196
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.42 ft
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.342  2.30     -0.786
DL-Prec. (DC)  :                       -0.069  3.00     -0.206
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.018  3.00     -0.055
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.60 ft
Prestress      :       0.797  1.80      1.434  2.20      1.753
Self Wt.       :      -0.217  1.85     -0.402  2.40     -0.521
Deck + Haunch  :                       -0.325  2.30     -0.747
DL-Prec. (DC)  :                       -0.065  3.00     -0.196
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.78 ft
Prestress      :       0.694  1.80      1.249  2.20      1.526
Self Wt.       :      -0.187  1.85     -0.345  2.40     -0.448
Deck + Haunch  :                       -0.277  2.30     -0.638
DL-Prec. (DC)  :                       -0.056  3.00     -0.167
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.033  3.00     -0.100
DL-Comp. (DW)  :                       -0.015  3.00     -0.045
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.97 ft
Prestress      :       0.521  1.80      0.938  2.20      1.147
Self Wt.       :      -0.137  1.85     -0.254  2.40     -0.329
Deck + Haunch  :                       -0.200  2.30     -0.461
DL-Prec. (DC)  :                       -0.040  3.00     -0.121
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.072
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 46.15 ft
Prestress      :       0.286  1.80      0.516  2.20      0.630
Self Wt.       :      -0.073  1.85     -0.135  2.40     -0.175
Deck + Haunch  :                       -0.101  2.30     -0.232
DL-Prec. (DC)  :                       -0.020  3.00     -0.061
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.036
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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:   2.50
   372.0    38.3  1.409  266.9    1.6   1.35   1179.8  0.083T 1.00       -       -     -     -  
H/2     :   1.97
   296.6    38.2  1.160  267.4    1.3   1.11    971.9  0.101T 1.00       -       -     -     -  
0.1L    :   4.68
   661.5    38.9  1.593  266.5    1.8   1.52   1350.8  0.073T 1.00       -       -     -     -  
0.2L    :   9.87
  1216.6    40.4  2.028  265.8    2.3   1.93   1773.2  0.057T 1.00       -       -     -     -  
0.3L    :  15.05
  1585.5    41.9  2.170  265.6    2.4   2.07   1965.3  0.053T 1.00    226.1   226.1    8.69    -  
0.4L    :  20.23
  1802.0    43.4  2.170  265.8    2.4   2.07   2038.5  0.053T 1.00    188.8   188.8   10.80    -  
0.5L    :  25.42
  1848.6    43.4  2.170  265.8    2.4   2.07   2038.5  0.053T 1.00    174.4   174.4   11.69    -  
0.6L    :  30.60
  1801.9    43.4  2.170  265.8    2.4   2.07   2038.5  0.053T 1.00    188.8   188.8   10.80    -  
0.7L    :  35.78
  1585.5    41.9  2.170  265.6    2.4   2.07   1965.3  0.053T 1.00    226.1   226.1    8.69    -  
0.8L    :  40.97
  1216.6    40.4  2.028  265.8    2.3   1.93   1773.2  0.057T 1.00       -       -     -     -  
0.9L    :  46.15
   661.5    38.9  1.593  266.5    1.8   1.52   1350.8  0.073T 1.00       -       -     -     -  
H/2     :  48.86
   296.6    38.2  1.160  267.4    1.3   1.11    971.9  0.101T 1.00       -       -     -     -  
Transfer:  48.33
   372.0    38.3  1.409  266.9    1.6   1.35   1179.8  0.083T 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 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.106
        M   2.00 Fb     0.460
 
  2   1 E  36.00 Ft     0.225
        M   6.00 Fb     0.398
 
  3   1 E  34.00 Ft     0.526
        M   4.00 Fb     0.360
 
  4   2 E   6.00 Ft     0.417
        M   6.00 Fb     0.822
 
  5   2 E   4.00 Ft     0.247
        M   4.00 Fb     1.330
 
  6   2 E   2.00 Ft     0.017
        M   2.00 Fb     1.884
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-B       
Precast Length, ft: 51.83            Release Length, ft: 51.83
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   2           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.71 %               Final losses: 12.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.102   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.293   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2038.48     1848.56     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.095     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.946     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.464    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.659     Midspan
    Pre.Bot:                                                             2.000   0.504    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.42 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.834  1.80      1.501  2.20      1.835
Self Wt.       :      -0.228  1.85     -0.422  2.40     -0.547
Deck + Haunch  :                       -0.342  2.30     -0.786
DL-Prec. (DC)  :                       -0.069  3.00     -0.206
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.041  3.00     -0.123
DL-Comp. (DW)  :                       -0.018  3.00     -0.055
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
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

