 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/19/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : D 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. The exterior beam live load distribution factor is determined based on 
                     Iowa Bridge Design Manual, BDM 5.4.1.2.2.
                     (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)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2' and 2.55', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 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_8cb7.tmp\D50\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.333
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.167
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  =       20.000
Bridge c/s,MI(Ixx), in4 =   2831072.00
 
SPAN DATA
---------
Precast length    , ft =     51.000
Bearing-to-bearing, ft =     50.000
Release span      , ft =     51.000
 
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-D    3.167    638.7   214974.0  54.00  24.37  20.00   6.917
 2             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 3             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 4             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 5             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   6.916
 
 
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      =   4286.830        3586.620
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     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        0.056    0.00       0.056   50.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   50.00   Additional Haunch
   1    1    DC Line        0.065    0.00       0.065   50.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   50.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   50.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   50.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   50.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   50.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   50.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   50.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   50.00   Additional Haunch
   1    5    DC Line        0.065    0.00       0.065   50.00   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   50.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   50.00   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    0.101     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          4066.8 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 4286.83 ksi 3586.62 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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.58 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 10.000 in 
  2 @ 51.500 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  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7500  3.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1043  9.1043 Yes       
       2 US#5[M16]  60.0  0.62   12.00  3.6250  5.6250 No        
       2 US#4[M13]  60.0  0.40   16.50  9.1043 10.4793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.4793 40.5207 Yes       
       2 US#4[M13]  60.0  0.40   16.50 40.5207 41.8957 Yes       
       2 US#4[M13]  60.0  0.40   12.00 41.8957 47.8957 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.3750 47.3750 No        
       2 US#5[M16]  60.0  0.62   10.50 47.3750 48.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 48.2500 50.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 50.8750 50.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 47.8957 50.8957 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.58 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 10.000 in 
  2 @ 51.500 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  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7500  3.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1043  9.1043 Yes       
       2 US#5[M16]  60.0  0.62   12.00  3.6250  5.6250 No        
       2 US#4[M13]  60.0  0.40   16.50  9.1043 10.4793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.4793 40.5207 Yes       
       2 US#4[M13]  60.0  0.40   16.50 40.5207 41.8957 Yes       
       2 US#4[M13]  60.0  0.40   12.00 41.8957 47.8957 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.3750 47.3750 No        
       2 US#5[M16]  60.0  0.62   10.50 47.3750 48.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 48.2500 50.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 50.8750 50.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 47.8957 50.8957 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.58 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 10.000 in 
  2 @ 51.500 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  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7500  3.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1043  9.1043 Yes       
       2 US#5[M16]  60.0  0.62   12.00  3.6250  5.6250 No        
       2 US#4[M13]  60.0  0.40   16.50  9.1043 10.4793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.4793 40.5207 Yes       
       2 US#4[M13]  60.0  0.40   16.50 40.5207 41.8957 Yes       
       2 US#4[M13]  60.0  0.40   12.00 41.8957 47.8957 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.3750 47.3750 No        
       2 US#5[M16]  60.0  0.62   10.50 47.3750 48.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 48.2500 50.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 50.8750 50.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 47.8957 50.8957 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.58 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 10.000 in 
  2 @ 51.500 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  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7500  3.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1043  9.1043 Yes       
       2 US#5[M16]  60.0  0.62   12.00  3.6250  5.6250 No        
       2 US#4[M13]  60.0  0.40   16.50  9.1043 10.4793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.4793 40.5207 Yes       
       2 US#4[M13]  60.0  0.40   16.50 40.5207 41.8957 Yes       
       2 US#4[M13]  60.0  0.40   12.00 41.8957 47.8957 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.3750 47.3750 No        
       2 US#5[M16]  60.0  0.62   10.50 47.3750 48.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 48.2500 50.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 50.8750 50.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 47.8957 50.8957 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       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:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.58 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 10.000 in 
  2 @ 51.500 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  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62   10.50  2.7500  3.6250 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1043  9.1043 Yes       
       2 US#5[M16]  60.0  0.62   12.00  3.6250  5.6250 No        
       2 US#4[M13]  60.0  0.40   16.50  9.1043 10.4793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.4793 40.5207 Yes       
       2 US#4[M13]  60.0  0.40   16.50 40.5207 41.8957 Yes       
       2 US#4[M13]  60.0  0.40   12.00 41.8957 47.8957 Yes       
       2 US#5[M16]  60.0  0.62   12.00 45.3750 47.3750 No        
       2 US#5[M16]  60.0  0.62   10.50 47.3750 48.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 48.2500 50.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 50.8750 50.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 47.8957 50.8957 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       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-D                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   3.17/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 in
Effective width  =  83.004 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       0.056      0.00       0.056   50.00
     DC  Line       0.010      0.00       0.010   50.00
     DC  Line       0.065      0.00       0.065   50.00
 
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 = 51.000 ft
Release length = 51.000 ft
Design  length = 50.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.714   (Calculated)    
Live Moment (1  lane  loaded)  : 0.653   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.737   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.802   (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                  =        638.7 in2           1185.3 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           557120 in4#
Ht. of c.g.           =        24.37 in             40.02 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1345.8 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     4.60     9.70    14.80    19.90    25.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.09    24.09    24.09    24.09    24.09    24.09    24.09
  MI(Ixx) , in4   215335   217095   217095   217095   217095   217095   217095   217095
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1187.7   1200.0   1200.0   1200.0   1200.0   1200.0   1200.0   1200.0
  Yb      ,  in    39.97    39.69    39.69    39.69    39.69    39.69    39.69    39.69
  MI(Ixx) , in4   558961   568057   568057   568057   568057   568057   568057   568057

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 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         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.58 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 10.000 in
     2 @ 51.500 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.901 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.876 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.117 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)       
---------------------------------------------------------------------------------------------
       612.000         740 452.880      8.378 33931.012  -40780304384.000       6.126        
 
 
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       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62      10.50       2.7500      3.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.1043      9.1043    Yes
      2      US#5[M16]       60.00        0.62      12.00       3.6250      5.6250     No
      2      US#4[M13]       60.00        0.40      16.50       9.1043     10.4793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.4793     40.5207    Yes
      2      US#4[M13]       60.00        0.40      16.50      40.5207     41.8957    Yes
      2      US#4[M13]       60.00        0.40      12.00      41.8957     47.8957    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.3750     47.3750     No
      2      US#5[M16]       60.00        0.62      10.50      47.3750     48.2500     No
      2      US#5[M16]       60.00        0.62       9.00      48.2500     50.5000     No
      2      US#5[M16]       60.00        0.62       0.00      50.8750     50.8750     No
      2      US#4[M13]       60.00        0.40       9.00      47.8957     50.8957    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.58 in
         P_init    =      510.4 kips  Ecc = 11.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.923 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.08 ksi    0.00 ksi
    due to Composite Loads                                 -0.51 ksi    0.00 ksi
    due to Live Loads                                      -2.23 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.47 ksi  ( 3.30 %)            16.76 ksi ( 8.55 %)
Total Prestress Losses                                    23.23 ksi (11.85 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     7.8     8.0    13.7    25.6    34.1    39.2    40.9
DC(Max)     V       3.3     2.9     2.9     2.7     2.0     1.3     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    41.8    71.1   133.0   177.3   203.8   212.7
Haunch (Max)V      17.0    15.3    15.2    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.7     1.1     1.4     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   156.1   161.6   272.1   496.2   638.6   720.8   731.7
            V      75.3    69.8    69.6    65.2    54.9    44.7    33.0    22.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    75.3    69.8    69.6    65.2    55.3    45.7    36.4    27.8
            M      -0.0   158.1   163.5   272.1   477.8   602.4   644.4   618.5
Total     : M+      0.0   269.4   278.9   471.4   869.2  1135.8  1292.7  1328.7
            V     123.0   112.8   112.4   104.2    84.2    64.2    42.8    22.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   123.0   112.8   112.4   104.2    84.5    65.2    46.1    27.9
            M      -0.0   271.4   280.8   471.4   850.8  1099.6  1216.3  1215.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      39.2    34.1    25.6    13.7     8.0     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     2.9     2.9     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     203.8   177.3   133.0    71.1    41.8    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.2    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    720.8   638.6   496.2   272.1   161.6   156.1     0.0
            V      33.0    44.7    54.9    65.2    69.6    69.8    75.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.4    45.7    55.3    65.2    69.6    69.8    75.3
            M     644.4   602.4   477.8   272.1   163.5   158.1    -0.0
Total     : M+   1292.7  1135.8   869.2   471.4   278.9   269.4     0.0
            V      42.8    64.2    84.2   104.2   112.4   112.8   123.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    46.1    65.2    84.5   104.2   112.4   112.8   123.0
            M    1216.3  1099.6   850.8   471.4   280.8   271.4    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            17.0             17.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           16.5             16.5
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     7.8     8.0    13.7    25.6    34.1    39.2    40.9
DC(Max)     V       3.3     2.9     2.9     2.7     2.0     1.3     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    41.8    71.1   133.0   177.3   203.8   212.7
Haunch (Max)V      17.0    15.3    15.2    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.7     1.1     1.4     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   124.9   129.3   217.7   397.0   510.9   576.7   585.4
            V      60.2    55.9    55.7    52.2    44.0    35.7    26.4    18.2
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    60.2    55.9    55.7    52.2    44.2    36.6    29.1    22.2
            M      -0.0   126.5   130.8   217.7   382.2   482.0   515.5   494.8
Total     : M+      0.0   238.2   246.6   416.9   769.9  1008.1  1148.5  1182.4
            V     107.9    98.8    98.4    91.1    73.2    55.2    36.2    18.2
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   107.9    98.8    98.4    91.1    73.5    56.1    38.9    22.3
            M      -0.0   239.7   248.1   416.9   755.2   979.1  1087.4  1091.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      39.2    34.1    25.6    13.7     8.0     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     2.9     2.9     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     203.8   177.3   133.0    71.1    41.8    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.2    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    576.7   510.9   397.0   217.7   129.3   124.9     0.0
            V      26.4    35.7    44.0    52.2    55.7    55.9    60.2
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    29.1    36.6    44.2    52.2    55.7    55.9    60.2
            M     515.5   482.0   382.2   217.7   130.8   126.5    -0.0
Total     : M+   1148.5  1008.1   769.9   416.9   246.6   238.2     0.0
            V      36.2    55.2    73.2    91.1    98.4    98.8   107.9
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    38.9    56.1    73.5    91.1    98.4    98.8   107.9
            M    1087.4   979.1   755.2   416.9   248.1   239.7    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    49.4    51.1    86.8   162.5   216.6   249.1   259.9
(Max)       V      20.8    18.7    18.6    17.0    12.7     8.5     4.2     0.0
Self wt.  : M       0.0    35.6    36.8    62.5   117.0   156.0   179.3   187.1
(Min)       V      15.0    13.5    13.4    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     9.7    10.1    17.1    32.0    42.6    49.0    51.1
DC(Max)     V       4.1     3.7     3.7     3.3     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     7.0     7.2    12.3    23.0    30.7    35.3    36.8
DC(Min)     V       2.9     2.6     2.6     2.4     1.8     1.2     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    52.3    88.8   166.3   221.6   254.8   265.8
Haunch (Max)V      21.3    19.1    19.1    17.4    13.0     8.7     4.3     0.0
Deck +    : M       0.0    36.4    37.7    64.0   119.7   159.5   183.4   191.4
Haunch (Min)V      15.3    13.8    13.7    12.5     9.4     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.9     1.3     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     0.2     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    22.0    22.7    38.6    72.3    96.4   110.8   115.6
DC(Max)     V       9.3     8.3     8.3     7.5     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    15.8    16.4    27.8    52.1    69.4    79.8    83.3
DC(Min)     V       6.7     6.0     6.0     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    11.8    12.2    20.7    38.7    51.6    59.3    61.9
DW(Max)     V       4.9     4.5     4.4     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     5.1     5.3     9.0    16.8    22.3    25.7    26.8
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   273.2   282.8   476.2   868.4  1117.6  1261.4  1280.6
            V     131.7   122.2   121.8   114.2    96.2    78.1    57.7    39.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.7   122.2   121.8   114.2    96.8    80.0    63.6    48.6
            M      -0.0   276.7   286.2   476.2   836.2  1054.3  1127.7  1082.4
Total     : M+      0.0   416.8   431.5   728.7  1341.0  1747.7  1986.1  2037.1
            V     192.2   176.6   176.0   163.5   133.2   102.9    70.1    39.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.2   176.6   176.0   163.5   133.8   104.7    76.0    48.7
            M      -0.0   420.2   434.8   728.7  1308.8  1684.4  1852.4  1839.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     249.1   216.6   162.5    86.8    51.1    49.4     0.0
(Max)       V       4.2     8.5    12.7    17.0    18.6    18.7    20.8
Self wt.  : M     179.3   156.0   117.0    62.5    36.8    35.6     0.0
(Min)       V       3.1     6.1     9.2    12.2    13.4    13.5    15.0
DL-Prec.  : M      49.0    42.6    32.0    17.1    10.1     9.7     0.0
DC(Max)     V       0.8     1.7     2.5     3.3     3.7     3.7     4.1
DL-Prec.  : M      35.3    30.7    23.0    12.3     7.2     7.0     0.0
DC(Min)     V       0.6     1.2     1.8     2.4     2.6     2.6     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     254.8   221.6   166.3    88.8    52.3    50.5     0.0
Haunch (Max)V       4.3     8.7    13.0    17.4    19.1    19.1    21.3
Deck +    : M     183.4   159.5   119.7    64.0    37.7    36.4     0.0
Haunch (Min)V       3.1     6.2     9.4    12.5    13.7    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     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     110.8    96.4    72.3    38.6    22.7    22.0     0.0
DC(Max)     V       1.9     3.8     5.7     7.5     8.3     8.3     9.3
DL-Comp   : M      79.8    69.4    52.1    27.8    16.4    15.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.4     6.0     6.0     6.7
DL-Comp   : M      59.3    51.6    38.7    20.7    12.2    11.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.4     4.5     4.9
DL-Comp   : M      25.7    22.3    16.8     9.0     5.3     5.1     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1261.4  1117.6   868.4   476.2   282.8   273.2     0.0
            V      57.7    78.1    96.2   114.2   121.8   122.2   131.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.6    80.0    96.8   114.2   121.8   122.2   131.7
            M    1127.7  1054.3   836.2   476.2   286.2   276.7    -0.0
Total     : M+   1986.1  1747.7  1341.0   728.7   431.5   416.8     0.0
            V      70.1   102.9   133.2   163.5   176.0   176.6   192.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.0   104.7   133.8   163.5   176.0   176.6   192.2
            M    1852.4  1684.4  1308.8   728.7   434.8   420.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.8             20.8
Deck+Haunch            21.3             21.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.1              4.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           24.7             24.7
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.8     8.0    13.7    25.6    34.1    39.2    40.9
DC(Max)     V       3.3     2.9     2.9     2.7     2.0     1.3     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    41.8    71.1   133.0   177.3   203.8   212.7
Haunch (Max)V      17.0    15.3    15.2    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     0.2     0.3     0.7     1.1     1.4     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     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     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     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   135.7   140.3   233.3   408.2   505.7   569.4   583.9
            V      73.8    67.5    67.3    62.2    51.6    41.1    35.1    28.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.8    67.5    67.3    62.2    51.6    41.6    35.1    28.7
            M       0.0   135.7   140.3   233.3   408.2   501.4   569.4   583.9
Total     : M+      0.0   248.9   257.6   432.5   781.2  1002.8  1141.3  1180.9
            V     121.5   110.5   110.0   101.2    80.9    60.6    44.9    28.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   121.5   110.5   110.0   101.2    80.9    61.1    44.9    28.7
            M       0.0   248.9   257.6   432.5   781.2   998.5  1141.3  1180.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      39.2    34.1    25.6    13.7     8.0     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     2.9     2.9     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     203.8   177.3   133.0    71.1    41.8    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.2    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     0.2     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      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
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      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
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+    569.4   505.7   408.2   233.3   140.3   135.7     0.0
            V      35.1    41.1    51.6    62.2    67.3    67.5    73.8
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    35.1    41.6    51.6    62.2    67.3    67.5    73.8
            M     569.4   501.4   408.2   233.3   140.3   135.7     0.0
Total     : M+   1141.3  1002.8   781.2   432.5   257.6   248.9     0.0
            V      44.9    60.6    80.9   101.2   110.0   110.5   121.5
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    44.9    61.1    80.9   101.2   110.0   110.5   121.5
            M    1141.3   998.5   781.2   432.5   257.6   248.9     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    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
Prestress
Precast-top   -0.004  -0.026  -0.026  -0.026  -0.026  -0.026  -0.026  -0.026
Bottom         0.220   1.281   1.281   1.281   1.281   1.281   1.281   1.281
 
Self wt.
Precast-top   -0.000   0.065   0.068   0.115   0.215   0.287   0.329   0.344
Bottom        -0.000  -0.053  -0.054  -0.093  -0.173  -0.231  -0.265  -0.277
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.013   0.023   0.042   0.056   0.065   0.068
Bottom        -0.000  -0.010  -0.011  -0.018  -0.034  -0.045  -0.052  -0.054
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.001   0.002   0.002   0.003
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.067   0.069   0.117   0.220   0.293   0.337   0.352
Bottom        -0.000  -0.054  -0.056  -0.095  -0.177  -0.236  -0.271  -0.283
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.007   0.012   0.023   0.031   0.035   0.037
Precast-top   -0.000   0.005   0.006   0.009   0.017   0.023   0.027   0.028
Bottom        -0.000  -0.015  -0.015  -0.026  -0.049  -0.065  -0.074  -0.078
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.005   0.010   0.014   0.016   0.016
Precast-top   -0.000   0.002   0.002   0.004   0.008   0.010   0.012   0.012
Bottom        -0.000  -0.007  -0.007  -0.012  -0.022  -0.029  -0.033  -0.035
 
LL+I(+)
Topping-top   -0.000   0.062   0.064   0.109   0.198   0.255   0.287   0.292
Precast-top   -0.000   0.047   0.049   0.082   0.150   0.193   0.218   0.221
Bottom        -0.000  -0.131  -0.135  -0.228  -0.416  -0.535  -0.604  -0.613
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.072   0.075   0.126   0.231   0.299   0.339   0.345 
Precast-top   -0.004   0.174   0.181   0.325   0.628   0.839   0.964   1.002 
Bottom         0.220   1.012   1.003   0.810   0.410   0.139  -0.021  -0.061 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.010   0.010   0.018   0.033   0.044   0.051   0.053 
Precast-top   -0.004   0.127   0.132   0.243   0.478   0.645   0.746   0.780 
Bottom         0.220   1.143   1.138   1.038   0.826   0.674   0.583   0.552 
 

 
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    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
Prestress
Precast-top   -0.004  -0.026  -0.026  -0.026  -0.026  -0.026  -0.026  -0.026
Bottom         0.220   1.281   1.281   1.281   1.281   1.281   1.281   1.281
 
Self wt.
Precast-top   -0.000   0.065   0.068   0.115   0.215   0.287   0.329   0.344
Bottom        -0.000  -0.053  -0.054  -0.093  -0.173  -0.231  -0.265  -0.277
 
DL-Prec (DC)
Precast-top   -0.000   0.013   0.013   0.023   0.042   0.056   0.065   0.068
Bottom        -0.000  -0.010  -0.011  -0.018  -0.034  -0.045  -0.052  -0.054
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.001   0.002   0.002   0.003
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.067   0.069   0.117   0.220   0.293   0.337   0.352
Bottom        -0.000  -0.054  -0.056  -0.095  -0.177  -0.236  -0.271  -0.283
 
DL-Comp (DC)
Topping-top   -0.000   0.007   0.007   0.012   0.023   0.031   0.035   0.037
Precast-top   -0.000   0.005   0.006   0.009   0.017   0.023   0.027   0.028
Bottom        -0.000  -0.015  -0.015  -0.026  -0.049  -0.065  -0.074  -0.078
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.005   0.010   0.014   0.016   0.016
Precast-top   -0.000   0.002   0.002   0.004   0.008   0.010   0.012   0.012
Bottom        -0.000  -0.007  -0.007  -0.012  -0.022  -0.029  -0.033  -0.035
 
LL+I(+)
Topping-top   -0.000   0.050   0.052   0.087   0.158   0.204   0.230   0.233
Precast-top   -0.000   0.038   0.039   0.066   0.120   0.154   0.174   0.177
Bottom        -0.000  -0.105  -0.108  -0.183  -0.333  -0.428  -0.483  -0.491
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.060   0.062   0.105   0.192   0.248   0.281   0.287 
Precast-top   -0.004   0.165   0.171   0.309   0.598   0.800   0.921   0.957 
Bottom         0.220   1.038   1.030   0.856   0.493   0.246   0.100   0.062 
 

 
 
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    2.59    4.60    9.70   14.80   19.90   25.00
F_LL+I(+)
Topping-top   -0.000   0.054   0.056   0.093   0.163   0.202   0.227   0.233
Precast-top   -0.000   0.041   0.042   0.071   0.123   0.153   0.172   0.177
Bottom        -0.000  -0.114  -0.118  -0.196  -0.342  -0.424  -0.477  -0.489
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.059   0.061   0.102   0.179   0.224   0.253   0.260 
Precast-top   -0.002   0.104   0.109   0.192   0.362   0.476   0.545   0.567 
Bottom         0.110   0.458   0.451   0.324   0.071  -0.087  -0.186  -0.213 
 

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
    192.2    7.0   57.4    0.239   0.0   6.00e-3 50.0    188.8     0.785    1.360      0.42
      0.0    0.3   57.3     31.5 0.106      24.7 0.87    24.00     0.099    1.647 
Transfer:   3.00
    176.6    7.0   57.4    1.433   0.0   2.01e-3 36.1    142.7     0.367    1.242      0.00
    420.2    1.6   56.6    189.0 0.099      53.6 1.91    24.00     0.099    2.526 
Critical:   5.21
    162.8    7.0   57.4    1.617   0.0   0.43e-3 30.5     79.5     0.166    1.020      0.00
    746.2    1.8   56.5    189.0 0.091     101.4 3.63    24.00     0.099    2.735 
0.1L    :   5.10
    163.5    7.0   57.4    1.607   0.0   0.51e-3 30.8     84.5     0.178    1.020      0.00
    728.7    1.8   56.5    189.0 0.092      97.2 3.48    24.00     0.099    2.723 
0.2L    :  10.20
    133.8    7.0   57.4    2.029   0.0   0.51e-3 30.8     51.7     0.109    0.291      0.00
   1308.8    2.3   56.3    189.0 0.075      97.0 3.48    24.00     0.099    1.577 
0.3L    :  15.30
    104.7    7.0   57.4    2.170   0.0   0.87e-3 32.1     35.7     0.099    0.267      0.00
   1684.4    2.5   56.2    189.0 0.059      80.7 2.90    24.00     0.099    1.722 
0.4L    :  20.40
     76.0    7.0   57.4    2.170   0.0   0.99e-3 32.5      7.9     0.099    0.267      0.00
   1852.4    2.5   56.2    189.0 0.043      76.6 2.75    24.00     0.099    2.302 
0.5L    :  25.50
     48.7    7.0   57.4    2.170   0.0   0.50e-3 30.8      0.0     0.099    0.267      0.00
   1839.0    2.5   56.2    189.0 0.027      97.0 3.49    24.00     0.099    4.120 
0.6L    :  30.60
     76.0    7.0   57.4    2.170   0.0   0.99e-3 32.5      7.9     0.099    0.267      0.00
   1852.4    2.5   56.2    189.0 0.043      76.6 2.75    24.00     0.099    2.302 
0.7L    :  35.70
    104.7    7.0   57.4    2.170   0.0   0.87e-3 32.1     35.7     0.099    0.267      0.00
   1684.4    2.5   56.2    189.0 0.059      80.7 2.90    24.00     0.099    1.722 
0.8L    :  40.80
    133.8    7.0   57.4    2.029   0.0   0.51e-3 30.8     51.7     0.109    0.291      0.00
   1308.8    2.3   56.3    189.0 0.075      97.0 3.48    24.00     0.099    1.577 
0.9L    :  45.90
    163.5    7.0   57.4    1.607   0.0   0.51e-3 30.8     84.5     0.178    1.020      0.00
    728.7    1.8   56.5    189.0 0.092      97.2 3.48    24.00     0.099    2.723 
Critical:  45.79
    162.8    7.0   57.4    1.617   0.0   0.43e-3 30.5     79.5     0.166    1.020      0.00
    746.2    1.8   56.5    189.0 0.091     101.4 3.63    24.00     0.099    2.735 
Transfer:  48.00
    176.6    7.0   57.4    1.433   0.0   2.01e-3 36.1    142.7     0.367    1.242      0.00
    420.2    1.6   56.6    189.0 0.099      53.6 1.91    24.00     0.099    2.526 
Bearing :  50.50
    192.2    7.0   57.4    0.239   0.0   6.00e-3 50.0    188.8     0.785    1.360      0.42
      0.0    0.3   57.3     31.5 0.106      24.7 0.87    24.00     0.099    1.647 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    192.2      3.73     57.45    0.27       57.31    24.00      0.160      0.842      0.000      0.533 
Transfer:      2.50
    176.6      3.46     57.45    1.63       56.64    24.00      0.160      0.755      0.000      0.533 
Critical:      4.71
    162.8      3.20     57.45    1.83       56.53    24.00      0.160      0.667      0.000      0.400 
0.1L    :      4.60
    163.5      3.21     57.45    1.82       56.54    24.00      0.160      0.671      0.000      0.400 
0.2L    :      9.70
    133.8      2.64     57.45    2.29       56.30    24.00      0.160      0.480      0.000      0.291 
0.3L    :     14.80
    104.7      2.07     57.45    2.45       56.22    24.00      0.160      0.290      0.000      0.267 
0.4L    :     19.90
     76.0      1.50     57.45    2.45       56.22    24.00      0.160      0.101      0.000      0.267 
0.5L    :     25.00
     48.7      0.96     57.45    2.45       56.22    24.00      0.160      0.000      0.000      0.267 
0.6L    :     30.10
     76.0      1.50     57.45    2.45       56.22    24.00      0.160      0.101      0.000      0.267 
0.7L    :     35.20
    104.7      2.07     57.45    2.45       56.22    24.00      0.160      0.290      0.000      0.267 
0.8L    :     40.30
    133.8      2.64     57.45    2.29       56.30    24.00      0.160      0.480      0.000      0.291 
0.9L    :     45.40
    163.5      3.21     57.45    1.82       56.54    24.00      0.160      0.671      0.000      0.400 
Critical:     45.29
    162.8      3.20     57.45    1.83       56.53    24.00      0.160      0.667      0.000      0.400 
Transfer:     47.50
    176.6      3.46     57.45    1.63       56.64    24.00      0.160      0.755      0.000      0.533 
Bearing :     50.00
    192.2      3.73     57.45    0.27       57.31    24.00      0.160      0.842      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.60 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                       -0.030  2.30     -0.069
DL-Prec. (DC)  :                       -0.006  3.00     -0.017
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 9.70 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                       -0.059  2.30     -0.137
DL-Prec. (DC)  :                       -0.011  3.00     -0.034
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.030
DL-Comp. (DW)  :                       -0.004  3.00     -0.013
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 14.80 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                       -0.083  2.30     -0.191
DL-Prec. (DC)  :                       -0.016  3.00     -0.048
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.041
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 19.90 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                       -0.098  2.30     -0.225
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.049
DL-Comp. (DW)  :                       -0.007  3.00     -0.022
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 25.00 ft
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                       -0.103  2.30     -0.237
DL-Prec. (DC)  :                       -0.020  3.00     -0.059
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.051
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 30.10 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                       -0.098  2.30     -0.225
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.016  3.00     -0.049
DL-Comp. (DW)  :                       -0.007  3.00     -0.022
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 35.20 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                       -0.083  2.30     -0.191
DL-Prec. (DC)  :                       -0.016  3.00     -0.048
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.041
DL-Comp. (DW)  :                       -0.006  3.00     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 40.30 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                       -0.059  2.30     -0.137
DL-Prec. (DC)  :                       -0.011  3.00     -0.034
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.010  3.00     -0.030
DL-Comp. (DW)  :                       -0.004  3.00     -0.013
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 45.40 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                       -0.030  2.30     -0.069
DL-Prec. (DC)  :                       -0.006  3.00     -0.017
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
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
   416.8    49.7  1.720  267.1    1.9   1.63   1870.2  0.091T 1.00       -       -     -     -  
H/2     :   2.59
   431.5    49.7  1.729  267.1    1.9   1.64   1880.1  0.091T 1.00       -       -     -     -  
0.1L    :   4.60
   728.7    49.7  1.929  266.7    2.1   1.82   2090.1  0.081T 1.00       -       -     -     -  
0.2L    :   9.70
  1341.0    49.7  2.435  265.9    2.7   2.29   2617.9  0.064T 1.00       -       -     -     -  
0.3L    :  14.80
  1747.7    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00   2478.7  2324.4    1.13    -  
0.4L    :  19.90
  1986.1    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00   2444.6  2444.6    1.14    -  
0.5L    :  25.00
  2037.1    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00   2433.1  2433.1    1.15    -  
0.6L    :  30.10
  1986.1    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00   2444.6  2444.6    1.14    -  
0.7L    :  35.20
  1747.7    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00   2478.7  2324.4    1.13    -  
0.8L    :  40.30
  1341.0    49.7  2.435  265.9    2.7   2.29   2617.9  0.064T 1.00       -       -     -     -  
0.9L    :  45.40
   728.7    49.7  1.929  266.7    2.1   1.82   2090.1  0.081T 1.00       -       -     -     -  
H/2     :  47.41
   431.5    49.7  1.729  267.1    1.9   1.64   1880.1  0.091T 1.00       -       -     -     -  
Transfer:  47.50
   416.8    49.7  1.720  267.1    1.9   1.63   1870.2  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 : 1; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.050
        M   2.00 Fb     0.275
 
  2   2 E  51.50 Ft     0.402
        M  51.50 Fb     0.146
 
  3   2 E  10.00 Ft     0.367
        M  10.00 Fb     0.409
 
  4   2 E   6.00 Ft     0.285
        M   6.00 Fb     0.710
 
  5   2 E   4.00 Ft     0.179
        M   4.00 Fb     1.029
 
  6   2 E   2.00 Ft     0.050
        M   2.00 Fb     1.368
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 51.00            Release Length, ft: 51.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.30 %               Final losses: 11.85 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.368     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.050       Trans
      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)                  2792.04     2037.12     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   0.345     Midspan    1.800   0.053     Midspan
    Pre.Top:   3.000   1.002     Midspan    2.250   0.780     Midspan
    Pre.Bot:   3.000   1.012    Transfer    2.250   1.143    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.004     Bearing
    Pre.Bot:  -0.420   0.062     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.567     Midspan
    Pre.Bot:                                                             2.000   0.458    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                       -0.103  2.30     -0.237
DL-Prec. (DC)  :                       -0.020  3.00     -0.059
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.017  3.00     -0.051
DL-Comp. (DW)  :                       -0.008  3.00     -0.023
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-D                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   50.00
     DC  Line       0.070      0.00       0.070   50.00
 
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 = 51.000 ft
Release length = 51.000 ft
Design  length = 50.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.758   (Calculated)    
Live Moment (1  lane  loaded)  : 0.566   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.969   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.811   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     4.60     9.70    14.80    19.90    25.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.09    24.09    24.09    24.09    24.09    24.09    24.09
  MI(Ixx) , in4   215335   217095   217095   217095   217095   217095   217095   217095
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.64    40.37    40.37    40.37    40.37    40.37    40.37    40.37
  MI(Ixx) , in4   573997   583552   583552   583552   583552   583552   583552   583552

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 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         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.58 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 10.000 in
     2 @ 51.500 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.927 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.909 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.117 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)       
---------------------------------------------------------------------------------------------
       612.000         740 452.880      8.378 33931.012  -40780304384.000       6.126        
 
 
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       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62      10.50       2.7500      3.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.1043      9.1043    Yes
      2      US#5[M16]       60.00        0.62      12.00       3.6250      5.6250     No
      2      US#4[M13]       60.00        0.40      16.50       9.1043     10.4793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.4793     40.5207    Yes
      2      US#4[M13]       60.00        0.40      16.50      40.5207     41.8957    Yes
      2      US#4[M13]       60.00        0.40      12.00      41.8957     47.8957    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.3750     47.3750     No
      2      US#5[M16]       60.00        0.62      10.50      47.3750     48.2500     No
      2      US#5[M16]       60.00        0.62       9.00      48.2500     50.5000     No
      2      US#5[M16]       60.00        0.62       0.00      50.8750     50.8750     No
      2      US#4[M13]       60.00        0.40       9.00      47.8957     50.8957    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.58 in
         P_init    =      510.4 kips  Ecc = 11.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.923 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.09 ksi    0.00 ksi
    due to Composite Loads                                 -0.51 ksi    0.00 ksi
    due to Live Loads                                      -2.36 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.47 ksi  ( 3.30 %)            16.61 ksi ( 8.47 %)
Total Prestress Losses                                    23.08 ksi (11.77 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     3.8     0.0
Diaphragm : M       0.0     0.4     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   165.7   171.5   288.8   526.5   677.7   764.9   776.4
            V      90.9    84.4    84.1    78.8    66.4    53.9    39.9    27.4
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    90.9    84.4    84.1    78.8    66.8    55.2    43.9    33.6
            M      -0.0   167.8   173.5   288.8   507.0   639.3   683.8   656.3
Total     : M+      0.0   279.5   289.3   488.9   901.3  1177.4  1339.9  1377.1
            V     138.9   127.5   127.1   117.9    95.8    73.6    49.7    27.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   138.9   127.5   127.1   117.9    96.2    74.8    53.8    33.7
            M      -0.0   281.5   291.4   488.9   881.8  1139.0  1258.8  1256.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    764.9   677.7   526.5   288.8   171.5   165.7     0.0
            V      39.9    53.9    66.4    78.8    84.1    84.4    90.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.9    55.2    66.8    78.8    84.1    84.4    90.9
            M     683.8   639.3   507.0   288.8   173.5   167.8    -0.0
Total     : M+   1339.9  1177.4   901.3   488.9   289.3   279.5     0.0
            V      49.7    73.6    95.8   117.9   127.1   127.5   138.9
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    53.8    74.8    96.2   117.9   127.1   127.5   138.9
            M    1258.8  1139.0   881.8   488.9   291.4   281.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            18.4             18.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           16.5             16.5
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     3.8     0.0
Diaphragm : M       0.0     0.4     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   132.5   137.2   231.0   421.2   542.1   611.9   621.2
            V      72.8    67.5    67.3    63.1    53.1    43.2    31.9    21.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.8    67.5    67.3    63.1    53.5    44.2    35.1    26.8
            M      -0.0   134.2   138.8   231.0   405.6   511.4   547.0   525.1
Total     : M+      0.0   246.3   255.0   431.2   796.0  1041.9  1186.9  1221.8
            V     120.7   110.6   110.2   102.2    82.5    62.8    41.8    22.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.7   110.6   110.2   102.2    82.8    63.8    45.0    27.0
            M      -0.0   248.0   256.7   431.2   780.4  1011.2  1122.1  1125.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    611.9   542.1   421.2   231.0   137.2   132.5     0.0
            V      31.9    43.2    53.1    63.1    67.3    67.5    72.8
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    35.1    44.2    53.5    63.1    67.3    67.5    72.8
            M     547.0   511.4   405.6   231.0   138.8   134.2    -0.0
Total     : M+   1186.9  1041.9   796.0   431.2   255.0   246.3     0.0
            V      41.8    62.8    82.5   102.2   110.2   110.6   120.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.0    63.8    82.8   102.2   110.2   110.6   120.7
            M    1122.1  1011.2   780.4   431.2   256.7   248.0    -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    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    49.4    51.1    86.8   162.5   216.6   249.1   259.9
(Max)       V      20.8    18.7    18.6    17.0    12.7     8.5     4.2     0.0
Self wt.  : M       0.0    35.6    36.8    62.5   117.0   156.0   179.3   187.1
(Min)       V      15.0    13.5    13.4    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     6.0     6.2    10.5    19.6    26.1    30.1    31.4
DC(Max)     V       2.5     2.3     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     4.3     4.4     7.5    14.1    18.8    21.6    22.6
DC(Min)     V       1.8     1.6     1.6     1.5     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    54.7    56.6    96.2   180.1   240.0   275.9   287.9
Haunch (Max)V      23.0    20.7    20.6    18.8    14.1     9.4     4.7     0.0
Deck +    : M       0.0    39.4    40.8    69.3   129.6   172.8   198.6   207.3
Haunch (Min)V      16.6    14.9    14.9    13.5    10.1     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.5     0.8     1.7     2.6     3.5     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     1.2     1.9     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    22.0    22.7    38.6    72.3    96.4   110.8   115.6
DC(Max)     V       9.3     8.3     8.3     7.5     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    15.8    16.4    27.8    52.1    69.4    79.8    83.3
DC(Min)     V       6.7     6.0     6.0     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    11.8    12.2    20.7    38.7    51.6    59.3    61.9
DW(Max)     V       4.9     4.5     4.4     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     5.1     5.3     9.0    16.8    22.3    25.7    26.8
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   289.9   300.1   505.3   921.4  1185.9  1338.5  1358.8
            V     159.2   147.6   147.2   137.9   116.2    94.4    69.7    48.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   159.2   147.6   147.2   137.9   116.9    96.6    76.9    58.7
            M      -0.0   293.6   303.7   505.3   887.3  1118.7  1196.6  1148.6
Total     : M+      0.0   434.1   449.4   759.0  1396.4  1819.2  2067.2  2119.9
            V     219.9   202.3   201.6   187.5   153.4   119.3    82.3    48.2
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   219.9   202.3   201.6   187.5   154.1   121.5    89.4    58.9
            M      -0.0   437.8   453.0   759.0  1362.2  1752.0  1925.3  1909.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     249.1   216.6   162.5    86.8    51.1    49.4     0.0
(Max)       V       4.2     8.5    12.7    17.0    18.6    18.7    20.8
Self wt.  : M     179.3   156.0   117.0    62.5    36.8    35.6     0.0
(Min)       V       3.1     6.1     9.2    12.2    13.4    13.5    15.0
DL-Prec.  : M      30.1    26.1    19.6    10.5     6.2     6.0     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.3     2.5
DL-Prec.  : M      21.6    18.8    14.1     7.5     4.4     4.3     0.0
DC(Min)     V       0.4     0.7     1.1     1.5     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     275.9   240.0   180.1    96.2    56.6    54.7     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.6    20.7    23.0
Deck +    : M     198.6   172.8   129.6    69.3    40.8    39.4     0.0
Haunch (Min)V       3.4     6.8    10.1    13.5    14.9    14.9    16.6
Diaphragm : M       3.5     2.6     1.7     0.8     0.5     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     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     110.8    96.4    72.3    38.6    22.7    22.0     0.0
DC(Max)     V       1.9     3.8     5.7     7.5     8.3     8.3     9.3
DL-Comp   : M      79.8    69.4    52.1    27.8    16.4    15.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.4     6.0     6.0     6.7
DL-Comp   : M      59.3    51.6    38.7    20.7    12.2    11.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.4     4.5     4.9
DL-Comp   : M      25.7    22.3    16.8     9.0     5.3     5.1     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1338.5  1185.9   921.4   505.3   300.1   289.9     0.0
            V      69.7    94.4   116.2   137.9   147.2   147.6   159.2
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    76.9    96.6   116.9   137.9   147.2   147.6   159.2
            M    1196.6  1118.7   887.3   505.3   303.7   293.6    -0.0
Total     : M+   2067.2  1819.2  1396.4   759.0   449.4   434.1     0.0
            V      82.3   119.3   153.4   187.5   201.6   202.3   219.9
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    89.4   121.5   154.1   187.5   201.6   202.3   219.9
            M    1925.3  1752.0  1362.2   759.0   453.0   437.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.8             20.8
Deck+Haunch            23.0             23.0
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           24.7             24.7
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     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     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     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     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     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   117.5   121.5   202.0   353.6   438.0   493.2   505.7
            V      74.7    68.3    68.1    62.9    52.2    41.5    35.5    29.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.7    68.3    68.1    62.9    52.2    42.0    35.5    29.0
            M       0.0   117.5   121.5   202.0   353.6   434.3   493.2   505.7
Total     : M+      0.0   231.3   239.4   402.2   728.4   937.8  1068.3  1106.4
            V     122.6   111.4   111.0   102.0    81.6    61.1    45.4    29.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   122.6   111.4   111.0   102.0    81.6    61.7    45.4    29.1
            M       0.0   231.3   239.4   402.2   728.4   934.0  1068.3  1106.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     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      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
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      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
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+    493.2   438.0   353.6   202.0   121.5   117.5     0.0
            V      35.5    41.5    52.2    62.9    68.1    68.3    74.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.5    42.0    52.2    62.9    68.1    68.3    74.7
            M     493.2   434.3   353.6   202.0   121.5   117.5     0.0
Total     : M+   1068.3   937.8   728.4   402.2   239.4   231.3     0.0
            V      45.4    61.1    81.6   102.0   111.0   111.4   122.6
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    45.4    61.7    81.6   102.0   111.0   111.4   122.6
            M    1068.3   934.0   728.4   402.2   239.4   231.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
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   0.010   0.010   0.017   0.031   0.042   0.048   0.050 
Precast-top   -0.004   0.127   0.133   0.244   0.479   0.647   0.749   0.783 
Bottom         0.220   1.143   1.138   1.037   0.824   0.672   0.580   0.549 
 

 
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    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
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    2.59    4.60    9.70   14.80   19.90   25.00
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   0.049   0.051   0.084   0.149   0.186   0.210   0.216 
Precast-top   -0.002   0.097   0.100   0.178   0.339   0.446   0.513   0.533 
Bottom         0.110   0.474   0.468   0.351   0.119  -0.028  -0.119  -0.145 
 

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
    219.9    7.0   57.4    0.239   0.0   6.00e-3 50.0    219.5     0.913    1.360      0.64
      0.0    0.3   57.3     31.5 0.122      24.8 0.87    24.00     0.099    1.440 
Transfer:   3.00
    202.3    7.0   57.4    1.432   0.0   3.28e-3 40.5    185.9     0.560    1.242      0.00
    437.8    1.5   56.7    189.0 0.113      38.9 1.39    24.00     0.099    2.008 
Critical:   5.22
    186.6    7.0   57.4    1.616   0.0   1.47e-3 34.2    143.5     0.344    1.020      0.00
    778.0    1.7   56.6    189.0 0.105      63.8 2.28    24.00     0.099    2.359 
0.1L    :   5.10
    187.5    7.0   57.4    1.605   0.0   1.57e-3 34.5    146.5     0.355    1.020      0.00
    759.0    1.7   56.6    189.0 0.105      61.8 2.21    24.00     0.099    2.315 
0.2L    :  10.20
    154.1    7.0   57.4    2.027   0.0   1.05e-3 32.7     96.5     0.220    0.291      0.00
   1362.2    2.1   56.4    189.0 0.087      74.8 2.68    24.00     0.099    1.183 
0.3L    :  15.30
    121.5    7.0   57.4    2.170   0.0   1.37e-3 33.8     69.0     0.164    0.267      0.00
   1752.0    2.3   56.3    189.0 0.068      66.0 2.37    24.00     0.099    1.320 
0.4L    :  20.40
     89.4    7.0   57.4    2.170   0.0   1.45e-3 34.1     35.2     0.099    0.267      0.00
   1925.3    2.3   56.3    189.0 0.050      64.1 2.30    24.00     0.099    1.764 
0.5L    :  25.50
     58.9    7.0   57.4    2.170   0.0   0.90e-3 32.2      0.0     0.099    0.267      0.00
   1909.7    2.3   56.3    189.0 0.033      79.8 2.87    24.00     0.099    3.045 
0.6L    :  30.60
     89.4    7.0   57.4    2.170   0.0   1.45e-3 34.1     35.2     0.099    0.267      0.00
   1925.3    2.3   56.3    189.0 0.050      64.1 2.30    24.00     0.099    1.764 
0.7L    :  35.70
    121.5    7.0   57.4    2.170   0.0   1.37e-3 33.8     69.0     0.164    0.267      0.00
   1752.0    2.3   56.3    189.0 0.068      66.0 2.37    24.00     0.099    1.320 
0.8L    :  40.80
    154.1    7.0   57.4    2.027   0.0   1.05e-3 32.7     96.5     0.220    0.291      0.00
   1362.2    2.1   56.4    189.0 0.087      74.8 2.68    24.00     0.099    1.183 
0.9L    :  45.90
    187.5    7.0   57.4    1.605   0.0   1.57e-3 34.5    146.5     0.355    1.020      0.00
    759.0    1.7   56.6    189.0 0.105      61.8 2.21    24.00     0.099    2.315 
Critical:  45.78
    186.6    7.0   57.4    1.616   0.0   1.47e-3 34.2    143.5     0.344    1.020      0.00
    778.0    1.7   56.6    189.0 0.105      63.8 2.28    24.00     0.099    2.359 
Transfer:  48.00
    202.3    7.0   57.4    1.432   0.0   3.28e-3 40.5    185.9     0.560    1.242      0.00
    437.8    1.5   56.7    189.0 0.113      38.9 1.39    24.00     0.099    2.008 
Bearing :  50.50
    219.9    7.0   57.4    0.239   0.0   6.00e-3 50.0    219.5     0.913    1.360      0.64
      0.0    0.3   57.3     31.5 0.122      24.8 0.87    24.00     0.099    1.440 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    219.9      4.26     57.45    0.25       57.32    24.00      0.160      1.021      0.000      0.533 
Transfer:      2.50
    202.3      3.96     57.45    1.50       56.70    24.00      0.160      0.921      0.000      0.533 
Critical:      4.72
    186.7      3.66     57.45    1.69       56.60    24.00      0.160      0.822      0.000      0.400 
0.1L    :      4.60
    187.5      3.68     57.45    1.68       56.61    24.00      0.160      0.827      0.000      0.400 
0.2L    :      9.70
    154.1      3.04     57.45    2.12       56.39    24.00      0.160      0.612      0.000      0.291 
0.3L    :     14.80
    121.5      2.40     57.45    2.26       56.32    24.00      0.160      0.399      0.000      0.267 
0.4L    :     19.90
     89.4      1.76     57.45    2.26       56.32    24.00      0.160      0.188      0.000      0.267 
0.5L    :     25.00
     58.9      1.16     57.45    2.26       56.32    24.00      0.160      0.000      0.000      0.267 
0.6L    :     30.10
     89.4      1.76     57.45    2.26       56.32    24.00      0.160      0.188      0.000      0.267 
0.7L    :     35.20
    121.5      2.40     57.45    2.26       56.32    24.00      0.160      0.399      0.000      0.267 
0.8L    :     40.30
    154.1      3.04     57.45    2.12       56.39    24.00      0.160      0.612      0.000      0.291 
0.9L    :     45.40
    187.5      3.68     57.45    1.68       56.61    24.00      0.160      0.827      0.000      0.400 
Critical:     45.28
    186.7      3.66     57.45    1.69       56.60    24.00      0.160      0.822      0.000      0.400 
Transfer:     47.50
    202.3      3.96     57.45    1.50       56.70    24.00      0.160      0.921      0.000      0.533 
Bearing :     50.00
    219.9      4.26     57.45    0.25       57.32    24.00      0.160      1.021      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.60 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.075            0.133            0.157
 
At 0.2 x L = 9.70 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.130            0.230            0.272
 
At 0.3 x L = 14.80 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.167            0.296            0.348
 
At 0.4 x L = 19.90 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.188            0.333            0.392
 
At 0.5 x L = 25.00 ft
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.195            0.346            0.407
 
At 0.6 x L = 30.10 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.188            0.333            0.392
 
At 0.7 x L = 35.20 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.167            0.296            0.348
 
At 0.8 x L = 40.30 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.130            0.230            0.272
 
At 0.9 x L = 45.40 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.075            0.133            0.157
 

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
   434.1    49.7  1.718  267.3    1.8   1.50   1871.9  0.099T 1.00       -       -     -     -  
H/2     :   2.59
   449.4    49.7  1.727  267.3    1.8   1.51   1881.8  0.099T 1.00       -       -     -     -  
0.1L    :   4.60
   759.0    49.7  1.926  267.0    2.0   1.68   2092.6  0.088T 1.00       -       -     -     -  
0.2L    :   9.70
  1396.4    49.7  2.433  266.2    2.5   2.12   2623.1  0.070T 1.00       -       -     -     -  
0.3L    :  14.80
  1819.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    799.9   799.9    3.50    -  
0.4L    :  19.90
  2067.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    764.5   764.5    3.66    -  
0.5L    :  25.00
  2119.9    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    752.4   752.4    3.72    -  
0.6L    :  30.10
  2067.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    764.5   764.5    3.66    -  
0.7L    :  35.20
  1819.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    799.9   799.9    3.50    -  
0.8L    :  40.30
  1396.4    49.7  2.433  266.2    2.5   2.12   2623.1  0.070T 1.00       -       -     -     -  
0.9L    :  45.40
   759.0    49.7  1.926  267.0    2.0   1.68   2092.6  0.088T 1.00       -       -     -     -  
H/2     :  47.41
   449.4    49.7  1.727  267.3    1.8   1.51   1881.8  0.099T 1.00       -       -     -     -  
Transfer:  47.50
   434.1    49.7  1.718  267.3    1.8   1.50   1871.9  0.099T 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    -0.050
        M   2.00 Fb     0.275
 
  2   2 E  51.50 Ft     0.402
        M  51.50 Fb     0.146
 
  3   2 E  10.00 Ft     0.367
        M  10.00 Fb     0.409
 
  4   2 E   6.00 Ft     0.285
        M   6.00 Fb     0.710
 
  5   2 E   4.00 Ft     0.179
        M   4.00 Fb     1.029
 
  6   2 E   2.00 Ft     0.050
        M   2.00 Fb     1.368
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 51.00            Release Length, ft: 51.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.30 %               Final losses: 11.77 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.368     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.050       Trans
      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)                  2800.99     2119.88     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   0.050     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.783     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.143    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   0.533     Midspan
    Pre.Bot:                                                             2.000   0.474    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.195            0.346            0.407
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   50.00
     DC  Line       0.070      0.00       0.070   50.00
 
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 = 51.000 ft
Release length = 51.000 ft
Design  length = 50.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.758   (Calculated)    
Live Moment (1  lane  loaded)  : 0.566   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.969   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.811   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     4.60     9.70    14.80    19.90    25.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.09    24.09    24.09    24.09    24.09    24.09    24.09
  MI(Ixx) , in4   215335   217095   217095   217095   217095   217095   217095   217095
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.64    40.37    40.37    40.37    40.37    40.37    40.37    40.37
  MI(Ixx) , in4   573997   583552   583552   583552   583552   583552   583552   583552

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 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         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.58 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 10.000 in
     2 @ 51.500 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.927 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.909 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.117 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)       
---------------------------------------------------------------------------------------------
       612.000         740 452.880      8.378 33931.012  -40780304384.000       6.126        
 
 
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       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62      10.50       2.7500      3.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.1043      9.1043    Yes
      2      US#5[M16]       60.00        0.62      12.00       3.6250      5.6250     No
      2      US#4[M13]       60.00        0.40      16.50       9.1043     10.4793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.4793     40.5207    Yes
      2      US#4[M13]       60.00        0.40      16.50      40.5207     41.8957    Yes
      2      US#4[M13]       60.00        0.40      12.00      41.8957     47.8957    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.3750     47.3750     No
      2      US#5[M16]       60.00        0.62      10.50      47.3750     48.2500     No
      2      US#5[M16]       60.00        0.62       9.00      48.2500     50.5000     No
      2      US#5[M16]       60.00        0.62       0.00      50.8750     50.8750     No
      2      US#4[M13]       60.00        0.40       9.00      47.8957     50.8957    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.58 in
         P_init    =      510.4 kips  Ecc = 11.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.923 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.09 ksi    0.00 ksi
    due to Composite Loads                                 -0.51 ksi    0.00 ksi
    due to Live Loads                                      -2.36 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.47 ksi  ( 3.30 %)            16.61 ksi ( 8.47 %)
Total Prestress Losses                                    23.08 ksi (11.77 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     3.8     0.0
Diaphragm : M       0.0     0.4     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   165.7   171.5   288.8   526.5   677.7   764.9   776.4
            V      90.9    84.4    84.1    78.8    66.4    53.9    39.9    27.4
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    90.9    84.4    84.1    78.8    66.8    55.2    43.9    33.6
            M      -0.0   167.8   173.5   288.8   507.0   639.3   683.8   656.3
Total     : M+      0.0   279.5   289.3   488.9   901.3  1177.4  1339.9  1377.1
            V     138.9   127.5   127.1   117.9    95.8    73.6    49.7    27.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   138.9   127.5   127.1   117.9    96.2    74.8    53.8    33.7
            M      -0.0   281.5   291.4   488.9   881.8  1139.0  1258.8  1256.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    764.9   677.7   526.5   288.8   171.5   165.7     0.0
            V      39.9    53.9    66.4    78.8    84.1    84.4    90.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.9    55.2    66.8    78.8    84.1    84.4    90.9
            M     683.8   639.3   507.0   288.8   173.5   167.8    -0.0
Total     : M+   1339.9  1177.4   901.3   488.9   289.3   279.5     0.0
            V      49.7    73.6    95.8   117.9   127.1   127.5   138.9
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    53.8    74.8    96.2   117.9   127.1   127.5   138.9
            M    1258.8  1139.0   881.8   488.9   291.4   281.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            18.4             18.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           16.5             16.5
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     3.8     0.0
Diaphragm : M       0.0     0.4     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   132.5   137.2   231.0   421.2   542.1   611.9   621.2
            V      72.8    67.5    67.3    63.1    53.1    43.2    31.9    21.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.8    67.5    67.3    63.1    53.5    44.2    35.1    26.8
            M      -0.0   134.2   138.8   231.0   405.6   511.4   547.0   525.1
Total     : M+      0.0   246.3   255.0   431.2   796.0  1041.9  1186.9  1221.8
            V     120.7   110.6   110.2   102.2    82.5    62.8    41.8    22.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.7   110.6   110.2   102.2    82.8    63.8    45.0    27.0
            M      -0.0   248.0   256.7   431.2   780.4  1011.2  1122.1  1125.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    611.9   542.1   421.2   231.0   137.2   132.5     0.0
            V      31.9    43.2    53.1    63.1    67.3    67.5    72.8
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    35.1    44.2    53.5    63.1    67.3    67.5    72.8
            M     547.0   511.4   405.6   231.0   138.8   134.2    -0.0
Total     : M+   1186.9  1041.9   796.0   431.2   255.0   246.3     0.0
            V      41.8    62.8    82.5   102.2   110.2   110.6   120.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.0    63.8    82.8   102.2   110.2   110.6   120.7
            M    1122.1  1011.2   780.4   431.2   256.7   248.0    -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    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    49.4    51.1    86.8   162.5   216.6   249.1   259.9
(Max)       V      20.8    18.7    18.6    17.0    12.7     8.5     4.2     0.0
Self wt.  : M       0.0    35.6    36.8    62.5   117.0   156.0   179.3   187.1
(Min)       V      15.0    13.5    13.4    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     6.0     6.2    10.5    19.6    26.1    30.1    31.4
DC(Max)     V       2.5     2.3     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     4.3     4.4     7.5    14.1    18.8    21.6    22.6
DC(Min)     V       1.8     1.6     1.6     1.5     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    54.7    56.6    96.2   180.1   240.0   275.9   287.9
Haunch (Max)V      23.0    20.7    20.6    18.8    14.1     9.4     4.7     0.0
Deck +    : M       0.0    39.4    40.8    69.3   129.6   172.8   198.6   207.3
Haunch (Min)V      16.6    14.9    14.9    13.5    10.1     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.5     0.8     1.7     2.6     3.5     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     1.2     1.9     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    22.0    22.7    38.6    72.3    96.4   110.8   115.6
DC(Max)     V       9.3     8.3     8.3     7.5     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    15.8    16.4    27.8    52.1    69.4    79.8    83.3
DC(Min)     V       6.7     6.0     6.0     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    11.8    12.2    20.7    38.7    51.6    59.3    61.9
DW(Max)     V       4.9     4.5     4.4     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     5.1     5.3     9.0    16.8    22.3    25.7    26.8
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   289.9   300.1   505.3   921.4  1185.9  1338.5  1358.8
            V     159.2   147.6   147.2   137.9   116.2    94.4    69.7    48.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   159.2   147.6   147.2   137.9   116.9    96.6    76.9    58.7
            M      -0.0   293.6   303.7   505.3   887.3  1118.7  1196.6  1148.6
Total     : M+      0.0   434.1   449.4   759.0  1396.4  1819.2  2067.2  2119.9
            V     219.9   202.3   201.6   187.5   153.4   119.3    82.3    48.2
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   219.9   202.3   201.6   187.5   154.1   121.5    89.4    58.9
            M      -0.0   437.8   453.0   759.0  1362.2  1752.0  1925.3  1909.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     249.1   216.6   162.5    86.8    51.1    49.4     0.0
(Max)       V       4.2     8.5    12.7    17.0    18.6    18.7    20.8
Self wt.  : M     179.3   156.0   117.0    62.5    36.8    35.6     0.0
(Min)       V       3.1     6.1     9.2    12.2    13.4    13.5    15.0
DL-Prec.  : M      30.1    26.1    19.6    10.5     6.2     6.0     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.3     2.5
DL-Prec.  : M      21.6    18.8    14.1     7.5     4.4     4.3     0.0
DC(Min)     V       0.4     0.7     1.1     1.5     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     275.9   240.0   180.1    96.2    56.6    54.7     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.6    20.7    23.0
Deck +    : M     198.6   172.8   129.6    69.3    40.8    39.4     0.0
Haunch (Min)V       3.4     6.8    10.1    13.5    14.9    14.9    16.6
Diaphragm : M       3.5     2.6     1.7     0.8     0.5     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     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     110.8    96.4    72.3    38.6    22.7    22.0     0.0
DC(Max)     V       1.9     3.8     5.7     7.5     8.3     8.3     9.3
DL-Comp   : M      79.8    69.4    52.1    27.8    16.4    15.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.4     6.0     6.0     6.7
DL-Comp   : M      59.3    51.6    38.7    20.7    12.2    11.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.4     4.5     4.9
DL-Comp   : M      25.7    22.3    16.8     9.0     5.3     5.1     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1338.5  1185.9   921.4   505.3   300.1   289.9     0.0
            V      69.7    94.4   116.2   137.9   147.2   147.6   159.2
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    76.9    96.6   116.9   137.9   147.2   147.6   159.2
            M    1196.6  1118.7   887.3   505.3   303.7   293.6    -0.0
Total     : M+   2067.2  1819.2  1396.4   759.0   449.4   434.1     0.0
            V      82.3   119.3   153.4   187.5   201.6   202.3   219.9
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    89.4   121.5   154.1   187.5   201.6   202.3   219.9
            M    1925.3  1752.0  1362.2   759.0   453.0   437.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.8             20.8
Deck+Haunch            23.0             23.0
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           24.7             24.7
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     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     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     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     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     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   117.5   121.5   202.0   353.6   438.0   493.2   505.7
            V      74.7    68.3    68.1    62.9    52.2    41.5    35.5    29.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.7    68.3    68.1    62.9    52.2    42.0    35.5    29.0
            M       0.0   117.5   121.5   202.0   353.6   434.3   493.2   505.7
Total     : M+      0.0   231.3   239.4   402.2   728.4   937.8  1068.3  1106.4
            V     122.6   111.4   111.0   102.0    81.6    61.1    45.4    29.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   122.6   111.4   111.0   102.0    81.6    61.7    45.4    29.1
            M       0.0   231.3   239.4   402.2   728.4   934.0  1068.3  1106.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     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      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
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      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
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+    493.2   438.0   353.6   202.0   121.5   117.5     0.0
            V      35.5    41.5    52.2    62.9    68.1    68.3    74.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.5    42.0    52.2    62.9    68.1    68.3    74.7
            M     493.2   434.3   353.6   202.0   121.5   117.5     0.0
Total     : M+   1068.3   937.8   728.4   402.2   239.4   231.3     0.0
            V      45.4    61.1    81.6   102.0   111.0   111.4   122.6
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    45.4    61.7    81.6   102.0   111.0   111.4   122.6
            M    1068.3   934.0   728.4   402.2   239.4   231.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
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   0.010   0.010   0.017   0.031   0.042   0.048   0.050 
Precast-top   -0.004   0.127   0.133   0.244   0.479   0.647   0.749   0.783 
Bottom         0.220   1.143   1.138   1.037   0.824   0.672   0.580   0.549 
 

 
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    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
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    2.59    4.60    9.70   14.80   19.90   25.00
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   0.049   0.051   0.084   0.149   0.186   0.210   0.216 
Precast-top   -0.002   0.097   0.100   0.178   0.339   0.446   0.513   0.533 
Bottom         0.110   0.474   0.468   0.351   0.119  -0.028  -0.119  -0.145 
 

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
    219.9    7.0   57.4    0.239   0.0   6.00e-3 50.0    219.5     0.913    1.360      0.64
      0.0    0.3   57.3     31.5 0.122      24.8 0.87    24.00     0.099    1.440 
Transfer:   3.00
    202.3    7.0   57.4    1.432   0.0   3.28e-3 40.5    185.9     0.560    1.242      0.00
    437.8    1.5   56.7    189.0 0.113      38.9 1.39    24.00     0.099    2.008 
Critical:   5.22
    186.6    7.0   57.4    1.616   0.0   1.47e-3 34.2    143.5     0.344    1.020      0.00
    778.0    1.7   56.6    189.0 0.105      63.8 2.28    24.00     0.099    2.359 
0.1L    :   5.10
    187.5    7.0   57.4    1.605   0.0   1.57e-3 34.5    146.5     0.355    1.020      0.00
    759.0    1.7   56.6    189.0 0.105      61.8 2.21    24.00     0.099    2.315 
0.2L    :  10.20
    154.1    7.0   57.4    2.027   0.0   1.05e-3 32.7     96.5     0.220    0.291      0.00
   1362.2    2.1   56.4    189.0 0.087      74.8 2.68    24.00     0.099    1.183 
0.3L    :  15.30
    121.5    7.0   57.4    2.170   0.0   1.37e-3 33.8     69.0     0.164    0.267      0.00
   1752.0    2.3   56.3    189.0 0.068      66.0 2.37    24.00     0.099    1.320 
0.4L    :  20.40
     89.4    7.0   57.4    2.170   0.0   1.45e-3 34.1     35.2     0.099    0.267      0.00
   1925.3    2.3   56.3    189.0 0.050      64.1 2.30    24.00     0.099    1.764 
0.5L    :  25.50
     58.9    7.0   57.4    2.170   0.0   0.90e-3 32.2      0.0     0.099    0.267      0.00
   1909.7    2.3   56.3    189.0 0.033      79.8 2.87    24.00     0.099    3.045 
0.6L    :  30.60
     89.4    7.0   57.4    2.170   0.0   1.45e-3 34.1     35.2     0.099    0.267      0.00
   1925.3    2.3   56.3    189.0 0.050      64.1 2.30    24.00     0.099    1.764 
0.7L    :  35.70
    121.5    7.0   57.4    2.170   0.0   1.37e-3 33.8     69.0     0.164    0.267      0.00
   1752.0    2.3   56.3    189.0 0.068      66.0 2.37    24.00     0.099    1.320 
0.8L    :  40.80
    154.1    7.0   57.4    2.027   0.0   1.05e-3 32.7     96.5     0.220    0.291      0.00
   1362.2    2.1   56.4    189.0 0.087      74.8 2.68    24.00     0.099    1.183 
0.9L    :  45.90
    187.5    7.0   57.4    1.605   0.0   1.57e-3 34.5    146.5     0.355    1.020      0.00
    759.0    1.7   56.6    189.0 0.105      61.8 2.21    24.00     0.099    2.315 
Critical:  45.78
    186.6    7.0   57.4    1.616   0.0   1.47e-3 34.2    143.5     0.344    1.020      0.00
    778.0    1.7   56.6    189.0 0.105      63.8 2.28    24.00     0.099    2.359 
Transfer:  48.00
    202.3    7.0   57.4    1.432   0.0   3.28e-3 40.5    185.9     0.560    1.242      0.00
    437.8    1.5   56.7    189.0 0.113      38.9 1.39    24.00     0.099    2.008 
Bearing :  50.50
    219.9    7.0   57.4    0.239   0.0   6.00e-3 50.0    219.5     0.913    1.360      0.64
      0.0    0.3   57.3     31.5 0.122      24.8 0.87    24.00     0.099    1.440 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    219.9      4.26     57.45    0.25       57.32    24.00      0.160      1.021      0.000      0.533 
Transfer:      2.50
    202.3      3.96     57.45    1.50       56.70    24.00      0.160      0.921      0.000      0.533 
Critical:      4.72
    186.7      3.66     57.45    1.69       56.60    24.00      0.160      0.822      0.000      0.400 
0.1L    :      4.60
    187.5      3.68     57.45    1.68       56.61    24.00      0.160      0.827      0.000      0.400 
0.2L    :      9.70
    154.1      3.04     57.45    2.12       56.39    24.00      0.160      0.612      0.000      0.291 
0.3L    :     14.80
    121.5      2.40     57.45    2.26       56.32    24.00      0.160      0.399      0.000      0.267 
0.4L    :     19.90
     89.4      1.76     57.45    2.26       56.32    24.00      0.160      0.188      0.000      0.267 
0.5L    :     25.00
     58.9      1.16     57.45    2.26       56.32    24.00      0.160      0.000      0.000      0.267 
0.6L    :     30.10
     89.4      1.76     57.45    2.26       56.32    24.00      0.160      0.188      0.000      0.267 
0.7L    :     35.20
    121.5      2.40     57.45    2.26       56.32    24.00      0.160      0.399      0.000      0.267 
0.8L    :     40.30
    154.1      3.04     57.45    2.12       56.39    24.00      0.160      0.612      0.000      0.291 
0.9L    :     45.40
    187.5      3.68     57.45    1.68       56.61    24.00      0.160      0.827      0.000      0.400 
Critical:     45.28
    186.7      3.66     57.45    1.69       56.60    24.00      0.160      0.822      0.000      0.400 
Transfer:     47.50
    202.3      3.96     57.45    1.50       56.70    24.00      0.160      0.921      0.000      0.533 
Bearing :     50.00
    219.9      4.26     57.45    0.25       57.32    24.00      0.160      1.021      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.60 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.075            0.133            0.157
 
At 0.2 x L = 9.70 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.130            0.230            0.272
 
At 0.3 x L = 14.80 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.167            0.296            0.348
 
At 0.4 x L = 19.90 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.188            0.333            0.392
 
At 0.5 x L = 25.00 ft
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.195            0.346            0.407
 
At 0.6 x L = 30.10 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.188            0.333            0.392
 
At 0.7 x L = 35.20 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.167            0.296            0.348
 
At 0.8 x L = 40.30 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.130            0.230            0.272
 
At 0.9 x L = 45.40 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.075            0.133            0.157
 

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
   434.1    49.7  1.718  267.3    1.8   1.50   1871.9  0.099T 1.00       -       -     -     -  
H/2     :   2.59
   449.4    49.7  1.727  267.3    1.8   1.51   1881.8  0.099T 1.00       -       -     -     -  
0.1L    :   4.60
   759.0    49.7  1.926  267.0    2.0   1.68   2092.6  0.088T 1.00       -       -     -     -  
0.2L    :   9.70
  1396.4    49.7  2.433  266.2    2.5   2.12   2623.1  0.070T 1.00       -       -     -     -  
0.3L    :  14.80
  1819.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    799.9   799.9    3.50    -  
0.4L    :  19.90
  2067.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    764.5   764.5    3.66    -  
0.5L    :  25.00
  2119.9    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    752.4   752.4    3.72    -  
0.6L    :  30.10
  2067.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    764.5   764.5    3.66    -  
0.7L    :  35.20
  1819.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    799.9   799.9    3.50    -  
0.8L    :  40.30
  1396.4    49.7  2.433  266.2    2.5   2.12   2623.1  0.070T 1.00       -       -     -     -  
0.9L    :  45.40
   759.0    49.7  1.926  267.0    2.0   1.68   2092.6  0.088T 1.00       -       -     -     -  
H/2     :  47.41
   449.4    49.7  1.727  267.3    1.8   1.51   1881.8  0.099T 1.00       -       -     -     -  
Transfer:  47.50
   434.1    49.7  1.718  267.3    1.8   1.50   1871.9  0.099T 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    -0.050
        M   2.00 Fb     0.275
 
  2   2 E  51.50 Ft     0.402
        M  51.50 Fb     0.146
 
  3   2 E  10.00 Ft     0.367
        M  10.00 Fb     0.409
 
  4   2 E   6.00 Ft     0.285
        M   6.00 Fb     0.710
 
  5   2 E   4.00 Ft     0.179
        M   4.00 Fb     1.029
 
  6   2 E   2.00 Ft     0.050
        M   2.00 Fb     1.368
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 51.00            Release Length, ft: 51.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.30 %               Final losses: 11.77 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.368     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.050       Trans
      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)                  2800.99     2119.88     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   0.050     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.783     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.143    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   0.533     Midspan
    Pre.Bot:                                                             2.000   0.474    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.195            0.346            0.407
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   50.00
     DC  Line       0.070      0.00       0.070   50.00
 
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 = 51.000 ft
Release length = 51.000 ft
Design  length = 50.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.758   (Calculated)    
Live Moment (1  lane  loaded)  : 0.566   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.969   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.811   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     4.60     9.70    14.80    19.90    25.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.09    24.09    24.09    24.09    24.09    24.09    24.09
  MI(Ixx) , in4   215335   217095   217095   217095   217095   217095   217095   217095
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.64    40.37    40.37    40.37    40.37    40.37    40.37    40.37
  MI(Ixx) , in4   573997   583552   583552   583552   583552   583552   583552   583552

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 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         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.58 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 10.000 in
     2 @ 51.500 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.927 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.909 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.117 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)       
---------------------------------------------------------------------------------------------
       612.000         740 452.880      8.378 33931.012  -40780304384.000       6.126        
 
 
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       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62      10.50       2.7500      3.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.1043      9.1043    Yes
      2      US#5[M16]       60.00        0.62      12.00       3.6250      5.6250     No
      2      US#4[M13]       60.00        0.40      16.50       9.1043     10.4793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.4793     40.5207    Yes
      2      US#4[M13]       60.00        0.40      16.50      40.5207     41.8957    Yes
      2      US#4[M13]       60.00        0.40      12.00      41.8957     47.8957    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.3750     47.3750     No
      2      US#5[M16]       60.00        0.62      10.50      47.3750     48.2500     No
      2      US#5[M16]       60.00        0.62       9.00      48.2500     50.5000     No
      2      US#5[M16]       60.00        0.62       0.00      50.8750     50.8750     No
      2      US#4[M13]       60.00        0.40       9.00      47.8957     50.8957    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.58 in
         P_init    =      510.4 kips  Ecc = 11.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.923 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.09 ksi    0.00 ksi
    due to Composite Loads                                 -0.51 ksi    0.00 ksi
    due to Live Loads                                      -2.36 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.47 ksi  ( 3.30 %)            16.61 ksi ( 8.47 %)
Total Prestress Losses                                    23.08 ksi (11.77 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     3.8     0.0
Diaphragm : M       0.0     0.4     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   165.7   171.5   288.8   526.5   677.7   764.9   776.4
            V      90.9    84.4    84.1    78.8    66.4    53.9    39.9    27.4
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    90.9    84.4    84.1    78.8    66.8    55.2    43.9    33.6
            M      -0.0   167.8   173.5   288.8   507.0   639.3   683.8   656.3
Total     : M+      0.0   279.5   289.3   488.9   901.3  1177.4  1339.9  1377.1
            V     138.9   127.5   127.1   117.9    95.8    73.6    49.7    27.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   138.9   127.5   127.1   117.9    96.2    74.8    53.8    33.7
            M      -0.0   281.5   291.4   488.9   881.8  1139.0  1258.8  1256.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    764.9   677.7   526.5   288.8   171.5   165.7     0.0
            V      39.9    53.9    66.4    78.8    84.1    84.4    90.9
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.9    55.2    66.8    78.8    84.1    84.4    90.9
            M     683.8   639.3   507.0   288.8   173.5   167.8    -0.0
Total     : M+   1339.9  1177.4   901.3   488.9   289.3   279.5     0.0
            V      49.7    73.6    95.8   117.9   127.1   127.5   138.9
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    53.8    74.8    96.2   117.9   127.1   127.5   138.9
            M    1258.8  1139.0   881.8   488.9   291.4   281.5    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            18.4             18.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           16.5             16.5
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     3.8     0.0
Diaphragm : M       0.0     0.4     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   132.5   137.2   231.0   421.2   542.1   611.9   621.2
            V      72.8    67.5    67.3    63.1    53.1    43.2    31.9    21.9
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    72.8    67.5    67.3    63.1    53.5    44.2    35.1    26.8
            M      -0.0   134.2   138.8   231.0   405.6   511.4   547.0   525.1
Total     : M+      0.0   246.3   255.0   431.2   796.0  1041.9  1186.9  1221.8
            V     120.7   110.6   110.2   102.2    82.5    62.8    41.8    22.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   120.7   110.6   110.2   102.2    82.8    63.8    45.0    27.0
            M      -0.0   248.0   256.7   431.2   780.4  1011.2  1122.1  1125.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    611.9   542.1   421.2   231.0   137.2   132.5     0.0
            V      31.9    43.2    53.1    63.1    67.3    67.5    72.8
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    35.1    44.2    53.5    63.1    67.3    67.5    72.8
            M     547.0   511.4   405.6   231.0   138.8   134.2    -0.0
Total     : M+   1186.9  1041.9   796.0   431.2   255.0   246.3     0.0
            V      41.8    62.8    82.5   102.2   110.2   110.6   120.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    45.0    63.8    82.8   102.2   110.2   110.6   120.7
            M    1122.1  1011.2   780.4   431.2   256.7   248.0    -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    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    49.4    51.1    86.8   162.5   216.6   249.1   259.9
(Max)       V      20.8    18.7    18.6    17.0    12.7     8.5     4.2     0.0
Self wt.  : M       0.0    35.6    36.8    62.5   117.0   156.0   179.3   187.1
(Min)       V      15.0    13.5    13.4    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     6.0     6.2    10.5    19.6    26.1    30.1    31.4
DC(Max)     V       2.5     2.3     2.2     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     4.3     4.4     7.5    14.1    18.8    21.6    22.6
DC(Min)     V       1.8     1.6     1.6     1.5     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    54.7    56.6    96.2   180.1   240.0   275.9   287.9
Haunch (Max)V      23.0    20.7    20.6    18.8    14.1     9.4     4.7     0.0
Deck +    : M       0.0    39.4    40.8    69.3   129.6   172.8   198.6   207.3
Haunch (Min)V      16.6    14.9    14.9    13.5    10.1     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.5     0.8     1.7     2.6     3.5     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     1.2     1.9     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    22.0    22.7    38.6    72.3    96.4   110.8   115.6
DC(Max)     V       9.3     8.3     8.3     7.5     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    15.8    16.4    27.8    52.1    69.4    79.8    83.3
DC(Min)     V       6.7     6.0     6.0     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    11.8    12.2    20.7    38.7    51.6    59.3    61.9
DW(Max)     V       4.9     4.5     4.4     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     5.1     5.3     9.0    16.8    22.3    25.7    26.8
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   289.9   300.1   505.3   921.4  1185.9  1338.5  1358.8
            V     159.2   147.6   147.2   137.9   116.2    94.4    69.7    48.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   159.2   147.6   147.2   137.9   116.9    96.6    76.9    58.7
            M      -0.0   293.6   303.7   505.3   887.3  1118.7  1196.6  1148.6
Total     : M+      0.0   434.1   449.4   759.0  1396.4  1819.2  2067.2  2119.9
            V     219.9   202.3   201.6   187.5   153.4   119.3    82.3    48.2
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   219.9   202.3   201.6   187.5   154.1   121.5    89.4    58.9
            M      -0.0   437.8   453.0   759.0  1362.2  1752.0  1925.3  1909.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     249.1   216.6   162.5    86.8    51.1    49.4     0.0
(Max)       V       4.2     8.5    12.7    17.0    18.6    18.7    20.8
Self wt.  : M     179.3   156.0   117.0    62.5    36.8    35.6     0.0
(Min)       V       3.1     6.1     9.2    12.2    13.4    13.5    15.0
DL-Prec.  : M      30.1    26.1    19.6    10.5     6.2     6.0     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.2     2.3     2.5
DL-Prec.  : M      21.6    18.8    14.1     7.5     4.4     4.3     0.0
DC(Min)     V       0.4     0.7     1.1     1.5     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     275.9   240.0   180.1    96.2    56.6    54.7     0.0
Haunch (Max)V       4.7     9.4    14.1    18.8    20.6    20.7    23.0
Deck +    : M     198.6   172.8   129.6    69.3    40.8    39.4     0.0
Haunch (Min)V       3.4     6.8    10.1    13.5    14.9    14.9    16.6
Diaphragm : M       3.5     2.6     1.7     0.8     0.5     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     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     110.8    96.4    72.3    38.6    22.7    22.0     0.0
DC(Max)     V       1.9     3.8     5.7     7.5     8.3     8.3     9.3
DL-Comp   : M      79.8    69.4    52.1    27.8    16.4    15.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.4     6.0     6.0     6.7
DL-Comp   : M      59.3    51.6    38.7    20.7    12.2    11.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.4     4.5     4.9
DL-Comp   : M      25.7    22.3    16.8     9.0     5.3     5.1     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1338.5  1185.9   921.4   505.3   300.1   289.9     0.0
            V      69.7    94.4   116.2   137.9   147.2   147.6   159.2
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    76.9    96.6   116.9   137.9   147.2   147.6   159.2
            M    1196.6  1118.7   887.3   505.3   303.7   293.6    -0.0
Total     : M+   2067.2  1819.2  1396.4   759.0   449.4   434.1     0.0
            V      82.3   119.3   153.4   187.5   201.6   202.3   219.9
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    89.4   121.5   154.1   187.5   201.6   202.3   219.9
            M    1925.3  1752.0  1362.2   759.0   453.0   437.8    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.8             20.8
Deck+Haunch            23.0             23.0
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.5              2.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           24.7             24.7
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.8     4.9     8.4    15.7    20.9    24.1    25.1
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    43.8    45.3    77.0   144.0   192.0   220.7   230.3
Haunch (Max)V      18.4    16.6    16.5    15.0    11.3     7.5     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     0.4     0.7     1.4     2.1     2.8     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     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     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     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   117.5   121.5   202.0   353.6   438.0   493.2   505.7
            V      74.7    68.3    68.1    62.9    52.2    41.5    35.5    29.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    74.7    68.3    68.1    62.9    52.2    42.0    35.5    29.0
            M       0.0   117.5   121.5   202.0   353.6   434.3   493.2   505.7
Total     : M+      0.0   231.3   239.4   402.2   728.4   937.8  1068.3  1106.4
            V     122.6   111.4   111.0   102.0    81.6    61.1    45.4    29.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   122.6   111.4   111.0   102.0    81.6    61.7    45.4    29.1
            M       0.0   231.3   239.4   402.2   728.4   934.0  1068.3  1106.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      24.1    20.9    15.7     8.4     4.9     4.8     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     220.7   192.0   144.0    77.0    45.3    43.8     0.0
Haunch (Max)V       3.8     7.5    11.3    15.0    16.5    16.6    18.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.8     2.1     1.4     0.7     0.4     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      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
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      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
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+    493.2   438.0   353.6   202.0   121.5   117.5     0.0
            V      35.5    41.5    52.2    62.9    68.1    68.3    74.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.5    42.0    52.2    62.9    68.1    68.3    74.7
            M     493.2   434.3   353.6   202.0   121.5   117.5     0.0
Total     : M+   1068.3   937.8   728.4   402.2   239.4   231.3     0.0
            V      45.4    61.1    81.6   102.0   111.0   111.4   122.6
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    45.4    61.7    81.6   102.0   111.0   111.4   122.6
            M    1068.3   934.0   728.4   402.2   239.4   231.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
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   0.010   0.010   0.017   0.031   0.042   0.048   0.050 
Precast-top   -0.004   0.127   0.133   0.244   0.479   0.647   0.749   0.783 
Bottom         0.220   1.143   1.138   1.037   0.824   0.672   0.580   0.549 
 

 
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    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
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    2.59    4.60    9.70   14.80   19.90   25.00
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   0.049   0.051   0.084   0.149   0.186   0.210   0.216 
Precast-top   -0.002   0.097   0.100   0.178   0.339   0.446   0.513   0.533 
Bottom         0.110   0.474   0.468   0.351   0.119  -0.028  -0.119  -0.145 
 

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
    219.9    7.0   57.4    0.239   0.0   6.00e-3 50.0    219.5     0.913    1.360      0.64
      0.0    0.3   57.3     31.5 0.122      24.8 0.87    24.00     0.099    1.440 
Transfer:   3.00
    202.3    7.0   57.4    1.432   0.0   3.28e-3 40.5    185.9     0.560    1.242      0.00
    437.8    1.5   56.7    189.0 0.113      38.9 1.39    24.00     0.099    2.008 
Critical:   5.22
    186.6    7.0   57.4    1.616   0.0   1.47e-3 34.2    143.5     0.344    1.020      0.00
    778.0    1.7   56.6    189.0 0.105      63.8 2.28    24.00     0.099    2.359 
0.1L    :   5.10
    187.5    7.0   57.4    1.605   0.0   1.57e-3 34.5    146.5     0.355    1.020      0.00
    759.0    1.7   56.6    189.0 0.105      61.8 2.21    24.00     0.099    2.315 
0.2L    :  10.20
    154.1    7.0   57.4    2.027   0.0   1.05e-3 32.7     96.5     0.220    0.291      0.00
   1362.2    2.1   56.4    189.0 0.087      74.8 2.68    24.00     0.099    1.183 
0.3L    :  15.30
    121.5    7.0   57.4    2.170   0.0   1.37e-3 33.8     69.0     0.164    0.267      0.00
   1752.0    2.3   56.3    189.0 0.068      66.0 2.37    24.00     0.099    1.320 
0.4L    :  20.40
     89.4    7.0   57.4    2.170   0.0   1.45e-3 34.1     35.2     0.099    0.267      0.00
   1925.3    2.3   56.3    189.0 0.050      64.1 2.30    24.00     0.099    1.764 
0.5L    :  25.50
     58.9    7.0   57.4    2.170   0.0   0.90e-3 32.2      0.0     0.099    0.267      0.00
   1909.7    2.3   56.3    189.0 0.033      79.8 2.87    24.00     0.099    3.045 
0.6L    :  30.60
     89.4    7.0   57.4    2.170   0.0   1.45e-3 34.1     35.2     0.099    0.267      0.00
   1925.3    2.3   56.3    189.0 0.050      64.1 2.30    24.00     0.099    1.764 
0.7L    :  35.70
    121.5    7.0   57.4    2.170   0.0   1.37e-3 33.8     69.0     0.164    0.267      0.00
   1752.0    2.3   56.3    189.0 0.068      66.0 2.37    24.00     0.099    1.320 
0.8L    :  40.80
    154.1    7.0   57.4    2.027   0.0   1.05e-3 32.7     96.5     0.220    0.291      0.00
   1362.2    2.1   56.4    189.0 0.087      74.8 2.68    24.00     0.099    1.183 
0.9L    :  45.90
    187.5    7.0   57.4    1.605   0.0   1.57e-3 34.5    146.5     0.355    1.020      0.00
    759.0    1.7   56.6    189.0 0.105      61.8 2.21    24.00     0.099    2.315 
Critical:  45.78
    186.6    7.0   57.4    1.616   0.0   1.47e-3 34.2    143.5     0.344    1.020      0.00
    778.0    1.7   56.6    189.0 0.105      63.8 2.28    24.00     0.099    2.359 
Transfer:  48.00
    202.3    7.0   57.4    1.432   0.0   3.28e-3 40.5    185.9     0.560    1.242      0.00
    437.8    1.5   56.7    189.0 0.113      38.9 1.39    24.00     0.099    2.008 
Bearing :  50.50
    219.9    7.0   57.4    0.239   0.0   6.00e-3 50.0    219.5     0.913    1.360      0.64
      0.0    0.3   57.3     31.5 0.122      24.8 0.87    24.00     0.099    1.440 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    219.9      4.26     57.45    0.25       57.32    24.00      0.160      1.021      0.000      0.533 
Transfer:      2.50
    202.3      3.96     57.45    1.50       56.70    24.00      0.160      0.921      0.000      0.533 
Critical:      4.72
    186.7      3.66     57.45    1.69       56.60    24.00      0.160      0.822      0.000      0.400 
0.1L    :      4.60
    187.5      3.68     57.45    1.68       56.61    24.00      0.160      0.827      0.000      0.400 
0.2L    :      9.70
    154.1      3.04     57.45    2.12       56.39    24.00      0.160      0.612      0.000      0.291 
0.3L    :     14.80
    121.5      2.40     57.45    2.26       56.32    24.00      0.160      0.399      0.000      0.267 
0.4L    :     19.90
     89.4      1.76     57.45    2.26       56.32    24.00      0.160      0.188      0.000      0.267 
0.5L    :     25.00
     58.9      1.16     57.45    2.26       56.32    24.00      0.160      0.000      0.000      0.267 
0.6L    :     30.10
     89.4      1.76     57.45    2.26       56.32    24.00      0.160      0.188      0.000      0.267 
0.7L    :     35.20
    121.5      2.40     57.45    2.26       56.32    24.00      0.160      0.399      0.000      0.267 
0.8L    :     40.30
    154.1      3.04     57.45    2.12       56.39    24.00      0.160      0.612      0.000      0.291 
0.9L    :     45.40
    187.5      3.68     57.45    1.68       56.61    24.00      0.160      0.827      0.000      0.400 
Critical:     45.28
    186.7      3.66     57.45    1.69       56.60    24.00      0.160      0.822      0.000      0.400 
Transfer:     47.50
    202.3      3.96     57.45    1.50       56.70    24.00      0.160      0.921      0.000      0.533 
Bearing :     50.00
    219.9      4.26     57.45    0.25       57.32    24.00      0.160      1.021      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.60 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.075            0.133            0.157
 
At 0.2 x L = 9.70 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.130            0.230            0.272
 
At 0.3 x L = 14.80 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.167            0.296            0.348
 
At 0.4 x L = 19.90 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.188            0.333            0.392
 
At 0.5 x L = 25.00 ft
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.195            0.346            0.407
 
At 0.6 x L = 30.10 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.188            0.333            0.392
 
At 0.7 x L = 35.20 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.167            0.296            0.348
 
At 0.8 x L = 40.30 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.130            0.230            0.272
 
At 0.9 x L = 45.40 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.075            0.133            0.157
 

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
   434.1    49.7  1.718  267.3    1.8   1.50   1871.9  0.099T 1.00       -       -     -     -  
H/2     :   2.59
   449.4    49.7  1.727  267.3    1.8   1.51   1881.8  0.099T 1.00       -       -     -     -  
0.1L    :   4.60
   759.0    49.7  1.926  267.0    2.0   1.68   2092.6  0.088T 1.00       -       -     -     -  
0.2L    :   9.70
  1396.4    49.7  2.433  266.2    2.5   2.12   2623.1  0.070T 1.00       -       -     -     -  
0.3L    :  14.80
  1819.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    799.9   799.9    3.50    -  
0.4L    :  19.90
  2067.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    764.5   764.5    3.66    -  
0.5L    :  25.00
  2119.9    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    752.4   752.4    3.72    -  
0.6L    :  30.10
  2067.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    764.5   764.5    3.66    -  
0.7L    :  35.20
  1819.2    49.7  2.604  265.9    2.7   2.26   2801.0  0.065T 1.00    799.9   799.9    3.50    -  
0.8L    :  40.30
  1396.4    49.7  2.433  266.2    2.5   2.12   2623.1  0.070T 1.00       -       -     -     -  
0.9L    :  45.40
   759.0    49.7  1.926  267.0    2.0   1.68   2092.6  0.088T 1.00       -       -     -     -  
H/2     :  47.41
   449.4    49.7  1.727  267.3    1.8   1.51   1881.8  0.099T 1.00       -       -     -     -  
Transfer:  47.50
   434.1    49.7  1.718  267.3    1.8   1.50   1871.9  0.099T 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    -0.050
        M   2.00 Fb     0.275
 
  2   2 E  51.50 Ft     0.402
        M  51.50 Fb     0.146
 
  3   2 E  10.00 Ft     0.367
        M  10.00 Fb     0.409
 
  4   2 E   6.00 Ft     0.285
        M   6.00 Fb     0.710
 
  5   2 E   4.00 Ft     0.179
        M   4.00 Fb     1.029
 
  6   2 E   2.00 Ft     0.050
        M   2.00 Fb     1.368
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 51.00            Release Length, ft: 51.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.30 %               Final losses: 11.77 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.368     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.050       Trans
      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)                  2800.99     2119.88     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   0.050     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.783     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.143    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   0.533     Midspan
    Pre.Bot:                                                             2.000   0.474    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.195            0.346            0.407
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  3.17 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 in
Effective width  =  82.996 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       0.056      0.00       0.056   50.00
     DC  Line       0.010      0.00       0.010   50.00
     DC  Line       0.065      0.00       0.065   50.00
 
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 = 51.000 ft
Release length = 51.000 ft
Design  length = 50.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.714   (Calculated)    
Live Moment (1  lane  loaded)  : 0.653   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.737   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.802   (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                  =        638.7 in2           1185.2 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           557101 in4#
Ht. of c.g.           =        24.37 in             40.02 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1345.7 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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     2.59     4.60     9.70    14.80    19.90    25.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.09    24.09    24.09    24.09    24.09    24.09    24.09
  MI(Ixx) , in4   215335   217095   217095   217095   217095   217095   217095   217095
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1187.7   1199.9   1199.9   1199.9   1199.9   1199.9   1199.9   1199.9
  Yb      ,  in    39.96    39.68    39.68    39.68    39.68    39.68    39.68    39.68
  MI(Ixx) , in4   558943   568038   568038   568038   568038   568038   568038   568038

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 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         =    4286.83 ksi        3586.62 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:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.58 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 10.000 in
     2 @ 51.500 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     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.901 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.876 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.117 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)       
---------------------------------------------------------------------------------------------
       612.000         740 452.880      8.378 33931.012  -40780304384.000       6.126        
 
 
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       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62      10.50       2.7500      3.6250     No
      2      US#4[M13]       60.00        0.40      12.00       3.1043      9.1043    Yes
      2      US#5[M16]       60.00        0.62      12.00       3.6250      5.6250     No
      2      US#4[M13]       60.00        0.40      16.50       9.1043     10.4793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.4793     40.5207    Yes
      2      US#4[M13]       60.00        0.40      16.50      40.5207     41.8957    Yes
      2      US#4[M13]       60.00        0.40      12.00      41.8957     47.8957    Yes
      2      US#5[M16]       60.00        0.62      12.00      45.3750     47.3750     No
      2      US#5[M16]       60.00        0.62      10.50      47.3750     48.2500     No
      2      US#5[M16]       60.00        0.62       9.00      48.2500     50.5000     No
      2      US#5[M16]       60.00        0.62       0.00      50.8750     50.8750     No
      2      US#4[M13]       60.00        0.40       9.00      47.8957     50.8957    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       3.00 
      1 US#4[M13]           2.00 0.200 46.0000 51.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.58 in
         P_init    =      510.4 kips  Ecc = 11.79 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.47 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.923 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.08 ksi    0.00 ksi
    due to Composite Loads                                 -0.51 ksi    0.00 ksi
    due to Live Loads                                      -2.23 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                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.47 ksi  ( 3.30 %)            16.76 ksi ( 8.55 %)
Total Prestress Losses                                    23.23 ksi (11.85 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.8 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 : 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    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     7.8     8.0    13.7    25.6    34.1    39.2    40.9
DC(Max)     V       3.3     2.9     2.9     2.7     2.0     1.3     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    41.8    71.1   133.0   177.2   203.8   212.6
Haunch (Max)V      17.0    15.3    15.2    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.7     1.1     1.4     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   156.1   161.6   272.1   496.2   638.6   720.8   731.7
            V      75.3    69.8    69.6    65.2    54.9    44.6    33.0    22.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    75.3    69.8    69.6    65.2    55.3    45.7    36.4    27.8
            M      -0.0   158.1   163.5   272.1   477.8   602.4   644.3   618.5
Total     : M+      0.0   269.4   278.9   471.3   869.1  1135.8  1292.6  1328.7
            V     123.0   112.7   112.4   104.2    84.2    64.1    42.8    22.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   123.0   112.7   112.4   104.2    84.5    65.2    46.1    27.8
            M      -0.0   271.3   280.8   471.3   850.7  1099.6  1216.2  1215.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      39.2    34.1    25.6    13.7     8.0     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     2.9     2.9     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     203.8   177.2   133.0    71.1    41.8    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.2    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    720.8   638.6   496.2   272.1   161.6   156.1     0.0
            V      33.0    44.6    54.9    65.2    69.6    69.8    75.3
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.4    45.7    55.3    65.2    69.6    69.8    75.3
            M     644.3   602.4   477.8   272.1   163.5   158.1    -0.0
Total     : M+   1292.6  1135.8   869.1   471.3   278.9   269.4     0.0
            V      42.8    64.1    84.2   104.2   112.4   112.7   123.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    46.1    65.2    84.5   104.2   112.4   112.7   123.0
            M    1216.2  1099.6   850.7   471.3   280.8   271.3    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            17.0             17.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.3              3.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           16.5             16.5
Live                   74.6             74.6
        Truck          58.6             58.6
        Lane           16.0             16.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
DL-Prec.  : M       0.0     7.8     8.0    13.7    25.6    34.1    39.2    40.9
DC(Max)     V       3.3     2.9     2.9     2.7     2.0     1.3     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    41.8    71.1   133.0   177.2   203.8   212.6
Haunch (Max)V      17.0    15.3    15.2    13.9    10.4     6.9     3.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.7     1.1     1.4     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
LL + I    : M+      0.0   124.9   129.3   217.7   396.9   510.9   576.6   585.4
            V      60.2    55.9    55.7    52.2    44.0    35.7    26.4    18.2
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    60.2    55.9    55.7    52.2    44.2    36.6    29.1    22.2
            M      -0.0   126.5   130.8   217.7   382.2   481.9   515.5   494.8
Total     : M+      0.0   238.2   246.6   416.9   769.9  1008.0  1148.4  1182.3
            V     107.9    98.8    98.4    91.1    73.2    55.2    36.2    18.2
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   107.9    98.8    98.4    91.1    73.5    56.1    38.9    22.3
            M      -0.0   239.7   248.1   416.9   755.2   979.1  1087.3  1091.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
DL-Prec.  : M      39.2    34.1    25.6    13.7     8.0     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     2.9     2.9     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     203.8   177.2   133.0    71.1    41.8    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.2    15.3    17.0
Diaphragm : M       1.4     1.1     0.7     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
DL-Comp   : M      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
LL + I    : M+    576.6   510.9   396.9   217.7   129.3   124.9     0.0
            V      26.4    35.7    44.0    52.2    55.7    55.9    60.2
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    29.1    36.6    44.2    52.2    55.7    55.9    60.2
            M     515.5   481.9   382.2   217.7   130.8   126.5    -0.0
Total     : M+   1148.4  1008.0   769.9   416.9   246.6   238.2     0.0
            V      36.2    55.2    73.2    91.1    98.4    98.8   107.9
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    38.9    56.1    73.5    91.1    98.4    98.8   107.9
            M    1087.3   979.1   755.2   416.9   248.1   239.7    -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    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    49.4    51.1    86.8   162.5   216.6   249.1   259.9
(Max)       V      20.8    18.7    18.6    17.0    12.7     8.5     4.2     0.0
Self wt.  : M       0.0    35.6    36.8    62.5   117.0   156.0   179.3   187.1
(Min)       V      15.0    13.5    13.4    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     9.7    10.1    17.1    32.0    42.6    49.0    51.1
DC(Max)     V       4.1     3.7     3.7     3.3     2.5     1.7     0.8     0.0
DL-Prec.  : M       0.0     7.0     7.2    12.3    23.0    30.7    35.3    36.8
DC(Min)     V       2.9     2.6     2.6     2.4     1.8     1.2     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    52.3    88.8   166.2   221.5   254.7   265.8
Haunch (Max)V      21.3    19.1    19.1    17.4    13.0     8.7     4.3     0.0
Deck +    : M       0.0    36.4    37.6    63.9   119.7   159.5   183.4   191.4
Haunch (Min)V      15.3    13.8    13.7    12.5     9.4     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.9     1.3     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     0.2     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    22.0    22.7    38.6    72.3    96.4   110.8   115.6
DC(Max)     V       9.3     8.3     8.3     7.5     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    15.8    16.4    27.8    52.1    69.4    79.8    83.3
DC(Min)     V       6.7     6.0     6.0     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0    11.8    12.2    20.7    38.7    51.6    59.3    61.9
DW(Max)     V       4.9     4.5     4.4     4.0     3.0     2.0     1.0     0.0
DL-Comp   : M       0.0     5.1     5.3     9.0    16.8    22.3    25.7    26.8
DW(Min)     V       2.1     1.9     1.9     1.8     1.3     0.9     0.4     0.0
LL + I    : M+      0.0   273.2   282.8   476.2   868.3  1117.5  1261.3  1280.5
            V     131.7   122.2   121.8   114.2    96.1    78.1    57.7    39.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   131.7   122.2   121.8   114.2    96.8    80.0    63.6    48.6
            M      -0.0   276.6   286.2   476.2   836.1  1054.2  1127.6  1082.4
Total     : M+      0.0   416.8   431.4   728.7  1340.9  1747.6  1986.0  2037.0
            V     192.2   176.6   176.0   163.5   133.2   102.8    70.1    39.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   192.2   176.6   176.0   163.5   133.8   104.7    76.0    48.7
            M      -0.0   420.2   434.8   728.7  1308.7  1684.3  1852.3  1838.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     249.1   216.6   162.5    86.8    51.1    49.4     0.0
(Max)       V       4.2     8.5    12.7    17.0    18.6    18.7    20.8
Self wt.  : M     179.3   156.0   117.0    62.5    36.8    35.6     0.0
(Min)       V       3.1     6.1     9.2    12.2    13.4    13.5    15.0
DL-Prec.  : M      49.0    42.6    32.0    17.1    10.1     9.7     0.0
DC(Max)     V       0.8     1.7     2.5     3.3     3.7     3.7     4.1
DL-Prec.  : M      35.3    30.7    23.0    12.3     7.2     7.0     0.0
DC(Min)     V       0.6     1.2     1.8     2.4     2.6     2.6     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     254.7   221.5   166.2    88.8    52.3    50.5     0.0
Haunch (Max)V       4.3     8.7    13.0    17.4    19.1    19.1    21.3
Deck +    : M     183.4   159.5   119.7    63.9    37.6    36.4     0.0
Haunch (Min)V       3.1     6.2     9.4    12.5    13.7    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     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     110.8    96.4    72.3    38.6    22.7    22.0     0.0
DC(Max)     V       1.9     3.8     5.7     7.5     8.3     8.3     9.3
DL-Comp   : M      79.8    69.4    52.1    27.8    16.4    15.8     0.0
DC(Min)     V       1.4     2.7     4.1     5.4     6.0     6.0     6.7
DL-Comp   : M      59.3    51.6    38.7    20.7    12.2    11.8     0.0
DW(Max)     V       1.0     2.0     3.0     4.0     4.4     4.5     4.9
DL-Comp   : M      25.7    22.3    16.8     9.0     5.3     5.1     0.0
DW(Min)     V       0.4     0.9     1.3     1.8     1.9     1.9     2.1
LL + I    : M+   1261.3  1117.5   868.3   476.2   282.8   273.2     0.0
            V      57.7    78.1    96.1   114.2   121.8   122.2   131.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.6    80.0    96.8   114.2   121.8   122.2   131.7
            M    1127.6  1054.2   836.1   476.2   286.2   276.6    -0.0
Total     : M+   1986.0  1747.6  1340.9   728.7   431.4   416.8     0.0
            V      70.1   102.8   133.2   163.5   176.0   176.6   192.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    76.0   104.7   133.8   163.5   176.0   176.6   192.2
            M    1852.3  1684.3  1308.7   728.7   434.8   420.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.8             20.8
Deck+Haunch            21.3             21.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.1              4.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           46.3             46.3
DL-Comp.(DW)           24.7             24.7
Live                  130.5            130.5
        Truck         102.5            102.5
        Lane           28.0             28.0
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.60    9.70   14.80   19.90   25.00
Self wt.  : M       0.0    39.5    40.9    69.5   130.0   173.3   199.3   207.9
(Max)       V      16.6    15.0    14.9    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     7.8     8.0    13.7    25.6    34.1    39.2    40.9
DC(Max)     V       3.3     2.9     2.9     2.7     2.0     1.3     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    41.8    71.1   133.0   177.2   203.8   212.6
Haunch (Max)V      17.0    15.3    15.2    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     0.2     0.3     0.7     1.1     1.4     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    17.6    18.2    30.9    57.9    77.1    88.7    92.5
DC(Max)     V       7.4     6.7     6.6     6.0     4.5     3.0     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     7.8     8.1    13.8    25.8    34.4    39.5    41.2
DW(Max)     V       3.3     3.0     3.0     2.7     2.0     1.3     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   135.6   140.3   233.2   408.1   505.6   569.4   583.8
            V      73.8    67.5    67.3    62.2    51.6    41.0    35.1    28.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.8    67.5    67.3    62.2    51.6    41.6    35.1    28.7
            M       0.0   135.6   140.3   233.2   408.1   501.3   569.4   583.8
Total     : M+      0.0   248.9   257.6   432.4   781.1  1002.7  1141.2  1180.8
            V     121.5   110.4   110.0   101.1    80.8    60.5    44.9    28.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   121.5   110.4   110.0   101.1    80.8    61.1    44.9    28.7
            M       0.0   248.9   257.6   432.4   781.1   998.4  1141.2  1180.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    30.10   35.20   40.30   45.40   47.41   47.50   50.00
Self wt.  : M     199.3   173.3   130.0    69.5    40.9    39.5     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.9    15.0    16.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      39.2    34.1    25.6    13.7     8.0     7.8     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     2.9     2.9     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     203.8   177.2   133.0    71.1    41.8    40.4     0.0
Haunch (Max)V       3.5     6.9    10.4    13.9    15.2    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     0.2     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      88.7    77.1    57.9    30.9    18.2    17.6     0.0
DC(Max)     V       1.5     3.0     4.5     6.0     6.6     6.7     7.4
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      39.5    34.4    25.8    13.8     8.1     7.8     0.0
DW(Max)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
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+    569.4   505.6   408.1   233.2   140.3   135.6     0.0
            V      35.1    41.0    51.6    62.2    67.3    67.5    73.8
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    35.1    41.6    51.6    62.2    67.3    67.5    73.8
            M     569.4   501.3   408.1   233.2   140.3   135.6     0.0
Total     : M+   1141.2  1002.7   781.1   432.4   257.6   248.9     0.0
            V      44.9    60.5    80.8   101.1   110.0   110.4   121.5
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    44.9    61.1    80.8   101.1   110.0   110.4   121.5
            M    1141.2   998.4   781.1   432.4   257.6   248.9     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    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
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   0.010   0.010   0.018   0.033   0.044   0.051   0.053 
Precast-top   -0.004   0.127   0.132   0.243   0.478   0.645   0.746   0.780 
Bottom         0.220   1.143   1.138   1.038   0.826   0.674   0.583   0.552 
 

 
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    5.10   10.20   15.30   20.40   25.50
 
Beam-Self
Precast-top    0.079   0.129   0.229   0.300   0.343   0.358 
Bottom        -0.064  -0.104  -0.184  -0.242  -0.276  -0.288 
 
Prestress
Precast-top   -0.029  -0.029  -0.029  -0.029  -0.029  -0.029 
Bottom         1.432   1.432   1.432   1.432   1.432   1.432 
 
Total
Precast-top    0.050   0.100   0.200   0.271   0.314   0.329 
Bottom         1.368   1.328   1.247   1.190   1.155   1.144 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             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    2.59    4.60    9.70   14.80   19.90   25.00
 
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    2.59    4.60    9.70   14.80   19.90   25.00
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   0.059   0.061   0.102   0.179   0.224   0.253   0.260 
Precast-top   -0.002   0.104   0.109   0.192   0.362   0.476   0.545   0.567 
Bottom         0.110   0.458   0.451   0.324   0.071  -0.087  -0.186  -0.213 
 

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
    192.2    7.0   57.4    0.239   0.0   6.00e-3 50.0    188.8     0.785    1.360      0.42
      0.0    0.3   57.3     31.5 0.106      24.7 0.87    24.00     0.099    1.648 
Transfer:   3.00
    176.6    7.0   57.4    1.433   0.0   2.01e-3 36.0    142.6     0.367    1.242      0.00
    420.2    1.6   56.6    189.0 0.099      53.6 1.91    24.00     0.099    2.526 
Critical:   5.21
    162.7    7.0   57.4    1.617   0.0   0.43e-3 30.5     79.4     0.165    1.020      0.00
    746.1    1.8   56.5    189.0 0.091     101.5 3.63    24.00     0.099    2.736 
0.1L    :   5.10
    163.5    7.0   57.4    1.607   0.0   0.51e-3 30.8     84.4     0.178    1.020      0.00
    728.7    1.8   56.5    189.0 0.092      97.3 3.48    24.00     0.099    2.723 
0.2L    :  10.20
    133.8    7.0   57.4    2.029   0.0   0.50e-3 30.8     51.7     0.109    0.291      0.00
   1308.7    2.3   56.3    189.0 0.075      97.0 3.48    24.00     0.099    1.578 
0.3L    :  15.30
    104.7    7.0   57.4    2.170   0.0   0.87e-3 32.1     35.6     0.099    0.267      0.00
   1684.3    2.5   56.2    189.0 0.059      80.7 2.90    24.00     0.099    1.723 
0.4L    :  20.40
     76.0    7.0   57.4    2.170   0.0   0.99e-3 32.5      7.8     0.099    0.267      0.00
   1852.3    2.5   56.2    189.0 0.043      76.6 2.75    24.00     0.099    2.302 
0.5L    :  25.50
     48.7    7.0   57.4    2.170   0.0   0.50e-3 30.8      0.0     0.099    0.267      0.00
   1838.9    2.5   56.2    189.0 0.027      97.0 3.49    24.00     0.099    4.121 
0.6L    :  30.60
     76.0    7.0   57.4    2.170   0.0   0.99e-3 32.5      7.8     0.099    0.267      0.00
   1852.3    2.5   56.2    189.0 0.043      76.6 2.75    24.00     0.099    2.302 
0.7L    :  35.70
    104.7    7.0   57.4    2.170   0.0   0.87e-3 32.1     35.6     0.099    0.267      0.00
   1684.3    2.5   56.2    189.0 0.059      80.7 2.90    24.00     0.099    1.723 
0.8L    :  40.80
    133.8    7.0   57.4    2.029   0.0   0.50e-3 30.8     51.7     0.109    0.291      0.00
   1308.7    2.3   56.3    189.0 0.075      97.0 3.48    24.00     0.099    1.578 
0.9L    :  45.90
    163.5    7.0   57.4    1.607   0.0   0.51e-3 30.8     84.4     0.178    1.020      0.00
    728.7    1.8   56.5    189.0 0.092      97.3 3.48    24.00     0.099    2.723 
Critical:  45.79
    162.7    7.0   57.4    1.617   0.0   0.43e-3 30.5     79.4     0.165    1.020      0.00
    746.1    1.8   56.5    189.0 0.091     101.5 3.63    24.00     0.099    2.736 
Transfer:  48.00
    176.6    7.0   57.4    1.433   0.0   2.01e-3 36.0    142.6     0.367    1.242      0.00
    420.2    1.6   56.6    189.0 0.099      53.6 1.91    24.00     0.099    2.526 
Bearing :  50.50
    192.2    7.0   57.4    0.239   0.0   6.00e-3 50.0    188.8     0.785    1.360      0.42
      0.0    0.3   57.3     31.5 0.106      24.7 0.87    24.00     0.099    1.648 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
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 = 16.00(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
    192.2      3.73     57.45    0.27       57.31    24.00      0.160      0.842      0.000      0.533 
Transfer:      2.50
    176.6      3.46     57.45    1.63       56.64    24.00      0.160      0.755      0.000      0.533 
Critical:      4.71
    162.8      3.20     57.45    1.83       56.53    24.00      0.160      0.667      0.000      0.400 
0.1L    :      4.60
    163.5      3.21     57.45    1.82       56.54    24.00      0.160      0.671      0.000      0.400 
0.2L    :      9.70
    133.8      2.64     57.45    2.29       56.30    24.00      0.160      0.480      0.000      0.291 
0.3L    :     14.80
    104.7      2.07     57.45    2.45       56.22    24.00      0.160      0.290      0.000      0.267 
0.4L    :     19.90
     76.0      1.50     57.45    2.45       56.22    24.00      0.160      0.101      0.000      0.267 
0.5L    :     25.00
     48.7      0.96     57.45    2.45       56.22    24.00      0.160      0.000      0.000      0.267 
0.6L    :     30.10
     76.0      1.50     57.45    2.45       56.22    24.00      0.160      0.101      0.000      0.267 
0.7L    :     35.20
    104.7      2.07     57.45    2.45       56.22    24.00      0.160      0.290      0.000      0.267 
0.8L    :     40.30
    133.8      2.64     57.45    2.29       56.30    24.00      0.160      0.480      0.000      0.291 
0.9L    :     45.40
    163.5      3.21     57.45    1.82       56.54    24.00      0.160      0.671      0.000      0.400 
Critical:     45.29
    162.8      3.20     57.45    1.83       56.53    24.00      0.160      0.667      0.000      0.400 
Transfer:     47.50
    176.6      3.46     57.45    1.63       56.64    24.00      0.160      0.755      0.000      0.533 
Bearing :     50.00
    192.2      3.73     57.45    0.27       57.31    24.00      0.160      0.842      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.60 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.075            0.133            0.157
 
At 0.2 x L = 9.70 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.130            0.230            0.272
 
At 0.3 x L = 14.80 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.167            0.296            0.348
 
At 0.4 x L = 19.90 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.188            0.333            0.392
 
At 0.5 x L = 25.00 ft
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.195            0.346            0.407
 
At 0.6 x L = 30.10 ft
Prestress      :       0.298  1.80      0.536  2.20      0.655
Self Wt.       :      -0.109  1.85     -0.202  2.40     -0.262
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.188            0.333            0.392
 
At 0.7 x L = 35.20 ft
Prestress      :       0.260  1.80      0.468  2.20      0.572
Self Wt.       :      -0.093  1.85     -0.173  2.40     -0.224
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.167            0.296            0.348
 
At 0.8 x L = 40.30 ft
Prestress      :       0.198  1.80      0.356  2.20      0.435
Self Wt.       :      -0.068  1.85     -0.126  2.40     -0.164
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.130            0.230            0.272
 
At 0.9 x L = 45.40 ft
Prestress      :       0.111  1.80      0.199  2.20      0.243
Self Wt.       :      -0.036  1.85     -0.067  2.40     -0.086
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.075            0.133            0.157
 

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
   416.8    49.7  1.720  267.1    1.9   1.63   1870.2  0.091T 1.00       -       -     -     -  
H/2     :   2.59
   431.4    49.7  1.729  267.1    1.9   1.64   1880.1  0.091T 1.00       -       -     -     -  
0.1L    :   4.60
   728.7    49.7  1.929  266.7    2.1   1.82   2090.1  0.081T 1.00       -       -     -     -  
0.2L    :   9.70
  1340.9    49.7  2.435  265.9    2.7   2.29   2617.9  0.064T 1.00       -       -     -     -  
0.3L    :  14.80
  1747.6    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00    797.4   797.4    3.50    -  
0.4L    :  19.90
  1986.0    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00    763.3   763.3    3.66    -  
0.5L    :  25.00
  2037.0    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00    751.7   751.7    3.71    -  
0.6L    :  30.10
  1986.0    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00    763.3   763.3    3.66    -  
0.7L    :  35.20
  1747.6    49.7  2.604  265.6    2.9   2.45   2792.0  0.060T 1.00    797.4   797.4    3.50    -  
0.8L    :  40.30
  1340.9    49.7  2.435  265.9    2.7   2.29   2617.9  0.064T 1.00       -       -     -     -  
0.9L    :  45.40
   728.7    49.7  1.929  266.7    2.1   1.82   2090.1  0.081T 1.00       -       -     -     -  
H/2     :  47.41
   431.4    49.7  1.729  267.1    1.9   1.64   1880.1  0.091T 1.00       -       -     -     -  
Transfer:  47.50
   416.8    49.7  1.720  267.1    1.9   1.63   1870.2  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 : 5; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.050
        M   2.00 Fb     0.275
 
  2   2 E  51.50 Ft     0.402
        M  51.50 Fb     0.146
 
  3   2 E  10.00 Ft     0.367
        M  10.00 Fb     0.409
 
  4   2 E   6.00 Ft     0.285
        M   6.00 Fb     0.710
 
  5   2 E   4.00 Ft     0.179
        M   4.00 Fb     1.029
 
  6   2 E   2.00 Ft     0.050
        M   2.00 Fb     1.368
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 51.00            Release Length, ft: 51.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.30 %               Final losses: 11.85 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.368     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.050       Trans
      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)                  2792.03     2036.98     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   0.053     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.780     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.143    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   0.567     Midspan
    Pre.Bot:                                                             2.000   0.458    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  25.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.310  1.80      0.558  2.20      0.682
Self Wt.       :      -0.115  1.85     -0.212  2.40     -0.275
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.195            0.346            0.407
 
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

