 
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 40 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively. 
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2' and 2.05', 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_ecc.tmp\D40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       20.000
Bridge c/s,MI(Ixx), in4 =   2826832.75
 
SPAN DATA
---------
Precast length    , ft =     41.000
Bearing-to-bearing, ft =     40.000
Release span      , ft =     41.000
 
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    3.083    638.7   214974.0  54.00  24.37  20.00   6.833
 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   6.834
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   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   40.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   40.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   40.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   40.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   40.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   40.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   40.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   40.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   40.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   40.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   40.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   40.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   20.000
   1    2        0.285   20.000
   1    3        0.285   20.000
   1    4        0.285   20.000
   1    5        0.143   20.000
 
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   40.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   40.00   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    0.126     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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 14.30 in):
 
  4 @  2.000 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    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  9.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  9.9793 31.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 31.0207 37.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.4902 36.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 36.4902 37.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 37.0207 37.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 37.4370 38.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 38.2500 40.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 40.8750 40.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 37.8957 40.8957 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 37.0000 41.0000       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 14.30 in):
 
  4 @  2.000 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    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  9.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  9.9793 31.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 31.0207 37.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.4902 36.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 36.4902 37.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 37.0207 37.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 37.4370 38.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 38.2500 40.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 40.8750 40.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 37.8957 40.8957 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 37.0000 41.0000       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 14.30 in):
 
  4 @  2.000 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    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  9.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  9.9793 31.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 31.0207 37.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.4902 36.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 36.4902 37.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 37.0207 37.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 37.4370 38.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 38.2500 40.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 40.8750 40.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 37.8957 40.8957 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 37.0000 41.0000       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 14.30 in):
 
  4 @  2.000 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    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  9.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  9.9793 31.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 31.0207 37.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.4902 36.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 36.4902 37.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 37.0207 37.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 37.4370 38.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 38.2500 40.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 40.8750 40.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 37.8957 40.8957 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 37.0000 41.0000       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:
 10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 14.30 in):
 
  4 @  2.000 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    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  9.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  9.9793 31.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 31.0207 37.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 35.4902 36.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 36.4902 37.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 37.0207 37.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 37.4370 38.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 38.2500 40.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 40.8750 40.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 37.8957 40.8957 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 37.0000 41.0000       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       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   3.08/  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  =  81.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.056      0.00       0.056   40.00
     DC  Line       0.010      0.00       0.010   40.00
     DC  Line       0.064      0.00       0.064   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.000 ft
Release length = 41.000 ft
Design  length = 40.000 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)  : 0.751   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.720   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.776   (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           1178.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554873 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.7 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     3.60     7.70    11.80    15.90    20.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    640.9    651.7    651.7    651.7    651.7    651.7    651.7    651.7
  Yb      ,  in    24.34    24.17    24.17    24.17    24.17    24.17    24.17    24.17
  MI(Ixx) , in4   215194   216270   216270   216270   216270   216270   216270   216270
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1180.8   1191.0   1191.0   1191.0   1191.0   1191.0   1191.0   1191.0
  Yb      ,  in    39.88    39.66    39.66    39.66    39.66    39.66    39.66    39.66
  MI(Ixx) , in4   556212   562835   562835   562835   562835   562835   562835   562835

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 14.30 in):
     4 @  2.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.880 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.849 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 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)       
---------------------------------------------------------------------------------------------
       410.000         740 303.400      6.735 27277.871  -40780304384.000       5.445        
 
 
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       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      9.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       9.9793     31.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      31.0207     37.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.4902     36.4902     No
      2      US#5[M16]       60.00        0.62      11.25      36.4902     37.4370     No
      2      US#4[M13]       60.00        0.40      10.50      37.0207     37.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      37.4370     38.2500     No
      2      US#5[M16]       60.00        0.62       9.00      38.2500     40.5000     No
      2      US#5[M16]       60.00        0.62       0.00      40.8750     40.8750     No
      2      US#4[M13]       60.00        0.40       9.00      37.8957     40.8957    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 37.0000 41.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 14.30 in
         P_init    =      425.4 kips  Ecc = 10.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.749 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.59 ksi    0.00 ksi
    due to Composite Loads                                 -0.31 ksi    0.00 ksi
    due to Live Loads                                      -1.57 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                         6.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.25 ksi  ( 2.68 %)            16.90 ksi ( 8.62 %)
Total Prestress Losses                                    22.14 ksi (11.30 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 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 : 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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     6.1     6.3     8.5    16.2    21.6    24.9    26.0
DC(Max)     V       2.6     2.3     2.3     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    31.5    32.6    44.1    83.6   111.9   128.8   134.5
Haunch (Max)V      13.4    11.8    11.7    11.0     8.3     5.5     2.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.8     1.1     1.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   147.3   152.3   204.2   373.7   476.2   534.0   545.9
            V      66.9    60.5    60.3    57.7    48.2    38.7    29.7    23.2
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    66.9    60.5    60.3    57.7    48.5    39.5    32.0    25.7
            M       0.0   148.4   153.3   204.2   361.3   451.8   492.0   497.8
Total     : M+      0.0   236.3   244.5   328.7   610.0   792.5   898.3   926.4
            V     104.9    93.7    93.3    88.8    71.6    54.4    37.5    23.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   104.9    93.7    93.3    88.8    71.9    55.2    39.8    25.8
            M       0.0   237.4   245.5   328.7   597.6   768.1   856.4   878.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      24.9    21.6    16.2     8.5     6.3     6.1     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.8   111.9    83.6    44.1    32.6    31.5     0.0
Haunch (Max)V       2.8     5.5     8.3    11.0    11.7    11.8    13.4
Diaphragm : M       1.1     0.8     0.6     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    534.0   476.2   373.7   204.2   152.3   147.3     0.0
            V      29.7    38.7    48.2    57.7    60.3    60.5    66.9
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    32.0    39.5    48.5    57.7    60.3    60.5    66.9
            M     492.0   451.8   361.3   204.2   153.3   148.4     0.0
Total     : M+    898.3   792.5   610.0   328.7   244.5   236.3     0.0
            V      37.5    54.4    71.6    88.8    93.3    93.7   104.9
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    39.8    55.2    71.9    88.8    93.3    93.7   104.9
            M     856.4   768.1   597.6   328.7   245.5   237.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.3             13.3
Deck+Haunch            13.4             13.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.6              2.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           13.2             13.2
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     6.1     6.3     8.5    16.2    21.6    24.9    26.0
DC(Max)     V       2.6     2.3     2.3     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    31.5    32.6    44.1    83.6   111.9   128.8   134.5
Haunch (Max)V      13.4    11.8    11.7    11.0     8.3     5.5     2.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.8     1.1     1.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   117.8   121.9   163.4   299.0   381.0   427.2   436.7
            V      53.5    48.4    48.2    46.1    38.6    31.0    23.8    18.6
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    53.5    48.4    48.2    46.1    38.8    31.6    25.6    20.6
            M       0.0   118.7   122.7   163.4   289.1   361.5   393.6   398.2
Total     : M+      0.0   206.9   214.0   287.8   535.3   697.2   791.5   817.3
            V      91.5    81.6    81.3    77.3    62.0    46.6    31.6    18.6
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    91.5    81.6    81.3    77.3    62.2    47.3    33.4    20.6
            M       0.0   207.7   214.8   287.8   525.4   677.7   758.0   778.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      24.9    21.6    16.2     8.5     6.3     6.1     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.8   111.9    83.6    44.1    32.6    31.5     0.0
Haunch (Max)V       2.8     5.5     8.3    11.0    11.7    11.8    13.4
Diaphragm : M       1.1     0.8     0.6     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    427.2   381.0   299.0   163.4   121.9   117.8     0.0
            V      23.8    31.0    38.6    46.1    48.2    48.4    53.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    25.6    31.6    38.8    46.1    48.2    48.4    53.5
            M     393.6   361.5   289.1   163.4   122.7   118.7     0.0
Total     : M+    791.5   697.2   535.3   287.8   214.0   206.9     0.0
            V      31.6    46.6    62.0    77.3    81.3    81.6    91.5
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    33.4    47.3    62.2    77.3    81.3    81.6    91.5
            M     758.0   677.7   525.4   287.8   214.8   207.7     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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    39.0    40.3    54.5   103.4   138.4   159.3   166.3
(Max)       V      16.6    14.6    14.5    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    28.1    29.0    39.2    74.5    99.6   114.7   119.8
(Min)       V      12.0    10.5    10.4     9.8     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0     7.6     7.9    10.7    20.2    27.0    31.1    32.5
DC(Max)     V       3.3     2.8     2.8     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     5.5     5.7     7.7    14.6    19.5    22.4    23.4
DC(Min)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    39.4    40.8    55.1   104.5   139.8   161.0   168.1
Haunch (Max)V      16.8    14.7    14.6    13.8    10.3     6.9     3.4     0.0
Deck +    : M       0.0    28.4    29.4    39.6    75.3   100.7   115.9   121.0
Haunch (Min)V      12.1    10.6    10.5     9.9     7.4     5.0     2.5     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
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.8     1.0     1.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.3    17.9    24.2    46.0    61.6    70.9    74.0
DC(Max)     V       7.4     6.5     6.4     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0    12.5    12.9    17.5    33.1    44.3    51.0    53.3
DC(Min)     V       5.3     4.7     4.6     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     9.3     9.6    13.0    24.6    32.9    37.9    39.6
DW(Max)     V       4.0     3.5     3.4     3.2     2.4     1.6     0.8     0.0
DL-Comp   : M       0.0     4.0     4.2     5.6    10.7    14.3    16.4    17.2
DW(Min)     V       1.7     1.5     1.5     1.4     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   257.8   266.6   357.3   654.1   833.4   934.4   955.3
            V     117.1   105.9   105.5   100.9    84.4    67.8    52.0    40.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.1   105.9   105.5   100.9    84.8    69.2    55.9    45.0
            M       0.0   259.6   268.4   357.3   632.3   790.7   861.0   871.1
Total     : M+      0.0   370.6   383.4   515.1   953.5  1234.2  1396.2  1437.6
            V     165.2   148.0   147.4   140.4   114.0    87.6    61.9    40.7
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   165.2   148.0   147.4   140.4   114.5    89.0    65.9    45.1
            M       0.0   372.5   385.1   515.1   931.8  1191.5  1322.8  1353.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     159.3   138.4   103.4    54.5    40.3    39.0     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.5    14.6    16.6
Self wt.  : M     114.7    99.6    74.5    39.2    29.0    28.1     0.0
(Min)       V       2.5     4.9     7.4     9.8    10.4    10.5    12.0
DL-Prec.  : M      31.1    27.0    20.2    10.7     7.9     7.6     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     2.8     2.8     3.3
DL-Prec.  : M      22.4    19.5    14.6     7.7     5.7     5.5     0.0
DC(Min)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     161.0   139.8   104.5    55.1    40.8    39.4     0.0
Haunch (Max)V       3.4     6.9    10.3    13.8    14.6    14.7    16.8
Deck +    : M     115.9   100.7    75.3    39.6    29.4    28.4     0.0
Haunch (Min)V       2.5     5.0     7.4     9.9    10.5    10.6    12.1
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       1.0     0.8     0.5     0.2     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      70.9    61.6    46.0    24.2    17.9    17.3     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.4     6.5     7.4
DL-Comp   : M      51.0    44.3    33.1    17.5    12.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.6     4.7     5.3
DL-Comp   : M      37.9    32.9    24.6    13.0     9.6     9.3     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.4     3.5     4.0
DL-Comp   : M      16.4    14.3    10.7     5.6     4.2     4.0     0.0
DW(Min)     V       0.4     0.7     1.1     1.4     1.5     1.5     1.7
LL + I    : M+    934.4   833.4   654.1   357.3   266.6   257.8     0.0
            V      52.0    67.8    84.4   100.9   105.5   105.9   117.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.9    69.2    84.8   100.9   105.5   105.9   117.1
            M     861.0   790.7   632.3   357.3   268.4   259.6     0.0
Total     : M+   1396.2  1234.2   953.5   515.1   383.4   370.6     0.0
            V      61.9    87.6   114.0   140.4   147.4   148.0   165.2
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    65.9    89.0   114.5   140.4   147.4   148.0   165.2
            M    1322.8  1191.5   931.8   515.1   385.1   372.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            16.8             16.8
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)           19.8             19.8
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     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     6.1     6.3     8.5    16.2    21.6    24.9    26.0
DC(Max)     V       2.6     2.3     2.3     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    31.5    32.6    44.1    83.6   111.9   128.8   134.5
Haunch (Max)V      13.4    11.8    11.7    11.0     8.3     5.5     2.8     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     0.2     0.2     0.3     0.6     0.8     1.1     1.4
(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    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     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     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     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   112.0   115.9   155.8   289.6   383.0   434.2   443.1
            V      62.5    55.5    55.3    52.5    45.6    39.4    33.1    26.9
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    62.5    55.5    55.3    52.5    45.6    39.4    33.1    26.9
            M       0.0   112.0   115.9   155.8   289.6   383.0   434.2   443.1
Total     : M+      0.0   201.0   208.0   280.3   525.9   699.3   798.5   823.6
            V     100.5    88.8    88.3    83.6    69.0    55.0    41.0    26.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   100.5    88.8    88.3    83.6    69.0    55.0    41.0    26.9
            M       0.0   201.0   208.0   280.3   525.9   699.3   798.5   823.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      24.9    21.6    16.2     8.5     6.3     6.1     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.8   111.9    83.6    44.1    32.6    31.5     0.0
Haunch (Max)V       2.8     5.5     8.3    11.0    11.7    11.8    13.4
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       1.1     0.8     0.6     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
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      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
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+    434.2   383.0   289.6   155.8   115.9   112.0     0.0
            V      33.1    39.4    45.6    52.5    55.3    55.5    62.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.1    39.4    45.6    52.5    55.3    55.5    62.5
            M     434.2   383.0   289.6   155.8   115.9   112.0     0.0
Total     : M+    798.5   699.3   525.9   280.3   208.0   201.0     0.0
            V      41.0    55.0    69.0    83.6    88.3    88.8   100.5
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    41.0    55.0    69.0    83.6    88.3    88.8   100.5
            M     798.5   699.3   525.9   280.3   208.0   201.0     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
Prestress
Precast-top    0.011   0.066   0.066   0.066   0.066   0.066   0.066   0.066
Bottom         0.172   1.011   1.011   1.011   1.011   1.011   1.011   1.011
 
Self wt.
Precast-top   -0.000   0.052   0.053   0.072   0.137   0.183   0.211   0.220
Bottom        -0.000  -0.042  -0.043  -0.058  -0.111  -0.148  -0.171  -0.178
 
DL-Prec (DC)
Precast-top   -0.000   0.010   0.010   0.014   0.027   0.036   0.041   0.043
Bottom        -0.000  -0.008  -0.008  -0.011  -0.022  -0.029  -0.033  -0.035
 
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   0.001   0.001   0.002   0.002
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.052   0.054   0.073   0.138   0.185   0.213   0.223
Bottom        -0.000  -0.042  -0.044  -0.059  -0.112  -0.150  -0.173  -0.180
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.006   0.008   0.015   0.020   0.023   0.024
Precast-top   -0.000   0.004   0.004   0.006   0.011   0.015   0.017   0.018
Bottom        -0.000  -0.012  -0.012  -0.016  -0.031  -0.042  -0.048  -0.050
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.003   0.003   0.007   0.009   0.010   0.011
Precast-top   -0.000   0.002   0.002   0.003   0.005   0.007   0.008   0.008
Bottom        -0.000  -0.005  -0.005  -0.007  -0.014  -0.019  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.059   0.061   0.082   0.151   0.192   0.215   0.220
Precast-top   -0.000   0.045   0.047   0.062   0.114   0.146   0.163   0.167
Bottom        -0.000  -0.125  -0.129  -0.173  -0.316  -0.403  -0.451  -0.462
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.067   0.070   0.094   0.172   0.221   0.248   0.254 
Precast-top    0.011   0.232   0.237   0.297   0.500   0.639   0.722   0.748 
Bottom         0.172   0.777   0.769   0.685   0.404   0.219   0.112   0.081 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.008   0.008   0.011   0.021   0.029   0.033   0.034 
Precast-top    0.011   0.187   0.191   0.235   0.386   0.494   0.559   0.581 
Bottom         0.172   0.901   0.898   0.858   0.720   0.622   0.563   0.543 
 

 
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    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 
 
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 =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
Prestress
Precast-top    0.011   0.066   0.066   0.066   0.066   0.066   0.066   0.066
Bottom         0.172   1.011   1.011   1.011   1.011   1.011   1.011   1.011
 
Self wt.
Precast-top   -0.000   0.052   0.053   0.072   0.137   0.183   0.211   0.220
Bottom        -0.000  -0.042  -0.043  -0.058  -0.111  -0.148  -0.171  -0.178
 
DL-Prec (DC)
Precast-top   -0.000   0.010   0.010   0.014   0.027   0.036   0.041   0.043
Bottom        -0.000  -0.008  -0.008  -0.011  -0.022  -0.029  -0.033  -0.035
 
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   0.001   0.001   0.002   0.002
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.052   0.054   0.073   0.138   0.185   0.213   0.223
Bottom        -0.000  -0.042  -0.044  -0.059  -0.112  -0.150  -0.173  -0.180
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.006   0.008   0.015   0.020   0.023   0.024
Precast-top   -0.000   0.004   0.004   0.006   0.011   0.015   0.017   0.018
Bottom        -0.000  -0.012  -0.012  -0.016  -0.031  -0.042  -0.048  -0.050
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.003   0.003   0.007   0.009   0.010   0.011
Precast-top   -0.000   0.002   0.002   0.003   0.005   0.007   0.008   0.008
Bottom        -0.000  -0.005  -0.005  -0.007  -0.014  -0.019  -0.021  -0.022
 
LL+I(+)
Topping-top   -0.000   0.047   0.049   0.066   0.121   0.154   0.172   0.176
Precast-top   -0.000   0.036   0.037   0.050   0.091   0.117   0.131   0.134
Bottom        -0.000  -0.100  -0.103  -0.138  -0.253  -0.322  -0.361  -0.369
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.056   0.057   0.077   0.142   0.182   0.205   0.210 
Precast-top    0.011   0.223   0.228   0.285   0.477   0.610   0.689   0.714 
Bottom         0.172   0.802   0.795   0.720   0.468   0.300   0.202   0.174 
 

 
 
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    3.60    7.70   11.80   15.90   20.00
F_LL+I(+)
Topping-top   -0.000   0.045   0.047   0.063   0.117   0.154   0.175   0.179
Precast-top   -0.000   0.034   0.035   0.048   0.089   0.117   0.133   0.135
Bottom        -0.000  -0.095  -0.098  -0.132  -0.245  -0.324  -0.367  -0.375
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.049   0.051   0.068   0.127   0.169   0.192   0.196 
Precast-top    0.006   0.128   0.131   0.165   0.281   0.364   0.412   0.426 
Bottom         0.086   0.356   0.351   0.297   0.115  -0.013  -0.086  -0.103 
 

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
    165.2    7.0   57.2    0.192   0.0   6.00e-3 50.0    158.9     0.663    1.360      0.42
      0.0    0.2   57.1     31.5 0.092      24.7 0.87    24.00     0.099    1.910 
Transfer:   3.00
    148.0    7.0   57.2    1.152   0.0   2.38e-3 37.3    116.3     0.314    1.296      0.00
    372.5    1.4   56.6    189.0 0.083      48.2 1.72    24.00     0.099    3.009 
Critical:   5.21
    132.8    7.0   57.2    1.298   0.0   0.74e-3 31.6     61.4     0.134    1.020      0.00
    658.8    1.6   56.5    189.0 0.075      86.1 3.08    24.00     0.099    3.349 
0.1L    :   4.10
    140.4    7.0   57.2    1.225   0.0   1.42e-3 34.0     91.0     0.217    1.061      0.00
    515.1    1.5   56.5    189.0 0.079      65.1 2.33    24.00     0.099    3.169 
0.2L    :   8.20
    114.5    7.0   57.2    1.494   0.0   0.72e-3 31.5     40.1     0.099    0.400      0.00
    931.8    1.8   56.4    189.0 0.064      87.1 3.12    24.00     0.099    2.131 
0.3L    :  12.30
     89.0    7.0   57.2    1.736   0.0   0.31e-3 30.1      0.0     0.099    0.267      0.00
   1191.5    2.1   56.2    189.0 0.050     108.5 3.90    24.00     0.099    2.406 
0.4L    :  16.40
     65.9    7.0   57.2    1.736   0.0   0.41e-3 30.4      0.0     0.099    0.267      0.00
   1322.8    2.1   56.2    189.0 0.037     102.3 3.68    24.00     0.099    3.142 
0.5L    :  20.50
     45.1    7.0   57.2    1.736   0.0   0.12e-3 29.4      0.0     0.099    0.267      0.00
   1353.4    2.1   56.2    189.0 0.025     122.6 4.41    24.00     0.099    5.102 
0.6L    :  24.60
     65.9    7.0   57.2    1.736   0.0   0.41e-3 30.4      0.0     0.099    0.267      0.00
   1322.8    2.1   56.2    189.0 0.037     102.3 3.68    24.00     0.099    3.142 
0.7L    :  28.70
     89.0    7.0   57.2    1.736   0.0   0.31e-3 30.1      0.0     0.099    0.267      0.00
   1191.5    2.1   56.2    189.0 0.050     108.5 3.90    24.00     0.099    2.406 
0.8L    :  32.80
    114.5    7.0   57.2    1.494   0.0   0.72e-3 31.5     40.1     0.099    0.400      0.00
    931.8    1.8   56.4    189.0 0.064      87.1 3.12    24.00     0.099    2.131 
0.9L    :  36.90
    140.4    7.0   57.2    1.225   0.0   1.42e-3 34.0     91.0     0.217    1.061      0.00
    515.1    1.5   56.5    189.0 0.079      65.1 2.33    24.00     0.099    3.169 
Critical:  35.79
    132.8    7.0   57.2    1.298   0.0   0.74e-3 31.6     61.4     0.134    1.020      0.00
    658.8    1.6   56.5    189.0 0.075      86.1 3.08    24.00     0.099    3.349 
Transfer:  38.00
    148.0    7.0   57.2    1.152   0.0   2.38e-3 37.3    116.3     0.314    1.296      0.00
    372.5    1.4   56.6    189.0 0.083      48.2 1.72    24.00     0.099    3.009 
Bearing :  40.50
    165.2    7.0   57.2    0.192   0.0   6.00e-3 50.0    158.9     0.663    1.360      0.42
      0.0    0.2   57.1     31.5 0.092      24.7 0.87    24.00     0.099    1.910 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    165.2      3.21     57.25    0.23       57.13    24.00      0.160      0.671      0.000      0.533 
Transfer:      2.50
    148.0      2.91     57.25    1.38       56.56    24.00      0.160      0.569      0.000      0.533 
Critical:      4.71
    132.8      2.61     57.25    1.55       56.47    24.00      0.160      0.471      0.000      0.400 
0.1L    :      3.60
    140.4      2.76     57.25    1.47       56.52    24.00      0.160      0.520      0.000      0.400 
0.2L    :      7.70
    114.5      2.26     57.25    1.79       56.36    24.00      0.160      0.352      0.000      0.400 
0.3L    :     11.80
     89.0      1.76     57.25    2.07       56.21    24.00      0.160      0.186      0.000      0.267 
0.4L    :     15.90
     65.9      1.30     57.25    2.07       56.21    24.00      0.160      0.034      0.000      0.267 
0.5L    :     20.00
     45.1      0.89     57.25    2.07       56.21    24.00      0.160      0.000      0.000      0.267 
0.6L    :     24.10
     65.9      1.30     57.25    2.07       56.21    24.00      0.160      0.034      0.000      0.267 
0.7L    :     28.20
     89.0      1.76     57.25    2.07       56.21    24.00      0.160      0.186      0.000      0.267 
0.8L    :     32.30
    114.5      2.26     57.25    1.79       56.36    24.00      0.160      0.352      0.000      0.400 
0.9L    :     36.40
    140.4      2.76     57.25    1.47       56.52    24.00      0.160      0.520      0.000      0.400 
Critical:     35.29
    132.8      2.61     57.25    1.55       56.47    24.00      0.160      0.471      0.000      0.400 
Transfer:     37.50
    148.0      2.91     57.25    1.38       56.56    24.00      0.160      0.569      0.000      0.533 
Bearing :     40.00
    165.2      3.21     57.25    0.23       57.13    24.00      0.160      0.671      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 = 3.60 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.012  2.30     -0.027
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.70 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.024  2.30     -0.055
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.80 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.034  2.30     -0.077
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.90 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.040  2.30     -0.091
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.042  2.30     -0.096
DL-Prec. (DC)  :                       -0.008  3.00     -0.024
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.10 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.040  2.30     -0.091
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.20 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.034  2.30     -0.077
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.30 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.024  2.30     -0.055
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.40 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.012  2.30     -0.027
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
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
   370.6    47.9  1.440  267.4    1.6   1.38   1517.0  0.108T 1.00       -       -     -     -  
H/2     :   2.59
   383.4    47.9  1.448  267.4    1.6   1.39   1524.9  0.108T 1.00       -       -     -     -  
0.1L    :   3.60
   515.1    47.9  1.531  267.3    1.7   1.47   1609.8  0.102T 1.00       -       -     -     -  
0.2L    :   7.70
   953.5    47.9  1.868  266.7    2.1   1.79   1953.1  0.083T 1.00       -       -     -     -  
0.3L    :  11.80
  1234.2    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00       -       -     -     -  
0.4L    :  15.90
  1396.2    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00   2165.3  1856.9    1.04    -  
0.5L    :  20.00
  1437.6    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00   2157.9  1912.0    1.05    -  
0.6L    :  24.10
  1396.2    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00   2165.3  1856.9    1.04    -  
0.7L    :  28.20
  1234.2    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00   2187.2  1641.5    1.03    -  
0.8L    :  32.30
   953.5    47.9  1.868  266.7    2.1   1.79   1953.1  0.083T 1.00       -       -     -     -  
0.9L    :  36.40
   515.1    47.9  1.531  267.3    1.7   1.47   1609.8  0.102T 1.00       -       -     -     -  
H/2     :  37.41
   383.4    47.9  1.448  267.4    1.6   1.39   1524.9  0.108T 1.00       -       -     -     -  
Transfer:  37.50
   370.6    47.9  1.440  267.4    1.6   1.38   1517.0  0.108T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.067
        M   2.00 Fb     0.290
 
  2   2 E  51.50 Ft     0.384
        M  51.50 Fb     0.161
 
  3   2 E  10.00 Ft     0.349
        M  10.00 Fb     0.426
 
  4   2 E   6.00 Ft     0.266
        M   6.00 Fb     0.730
 
  5   2 E   2.00 Ft     0.136
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 41.00            Release Length, ft: 41.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.68 %               Final losses: 11.30 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.136       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)                  2257.98     1437.60     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   0.254     Midspan    1.800   0.034     Midspan
    Pre.Top:   3.000   0.748     Midspan    2.250   0.581     Midspan
    Pre.Bot:   3.000   0.777    Transfer    2.250   0.901    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.011     Bearing
    Pre.Bot:  -0.420   0.172     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.426     Midspan
    Pre.Bot:                                                             2.000   0.356    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.042  2.30     -0.096
DL-Prec. (DC)  :                       -0.008  3.00     -0.024
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
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       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 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   40.00
     DC  Line       0.070      0.00       0.070   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.000 ft
Release length = 41.000 ft
Design  length = 40.000 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)  : 0.805   (Calculated)    
Live Moment (1  lane  loaded)  : 0.613   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.957   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.801   (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     3.60     7.70    11.80    15.90    20.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    640.9    651.7    651.7    651.7    651.7    651.7    651.7    651.7
  Yb      ,  in    24.34    24.17    24.17    24.17    24.17    24.17    24.17    24.17
  MI(Ixx) , in4   215194   216270   216270   216270   216270   216270   216270   216270
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1232.7   1242.9   1242.9   1242.9   1242.9   1242.9   1242.9   1242.9
  Yb      ,  in    40.65    40.44    40.44    40.44    40.44    40.44    40.44    40.44
  MI(Ixx) , in4   573485   580521   580521   580521   580521   580521   580521   580521

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 14.30 in):
     4 @  2.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.882 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 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)       
---------------------------------------------------------------------------------------------
       410.000         740 303.400      6.735 27277.871  -40780304384.000       5.445        
 
 
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       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      9.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       9.9793     31.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      31.0207     37.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.4902     36.4902     No
      2      US#5[M16]       60.00        0.62      11.25      36.4902     37.4370     No
      2      US#4[M13]       60.00        0.40      10.50      37.0207     37.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      37.4370     38.2500     No
      2      US#5[M16]       60.00        0.62       9.00      38.2500     40.5000     No
      2      US#5[M16]       60.00        0.62       0.00      40.8750     40.8750     No
      2      US#4[M13]       60.00        0.40       9.00      37.8957     40.8957    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 37.0000 41.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 14.30 in
         P_init    =      425.4 kips  Ecc = 10.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.749 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.61 ksi    0.00 ksi
    due to Composite Loads                                 -0.31 ksi    0.00 ksi
    due to Live Loads                                      -1.68 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                         6.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.25 ksi  ( 2.68 %)            16.77 ksi ( 8.56 %)
Total Prestress Losses                                    22.02 ksi (11.23 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   157.8   163.2   218.8   400.5   510.3   572.1   584.9
            V      82.5    74.6    74.3    71.1    59.5    47.8    36.6    28.6
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    82.5    74.6    74.3    71.1    59.8    48.8    39.4    31.7
            M       0.0   159.0   164.3   218.8   387.2   484.1   527.2   533.4
Total     : M+      0.0   247.7   256.3   344.5   639.2   829.8   940.5   969.9
            V     120.9   108.2   107.7   102.6    83.1    63.6    44.6    28.8
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   120.9   108.2   107.7   102.6    83.4    64.6    47.4    31.8
            M       0.0   248.9   257.4   344.5   625.9   803.7   895.5   918.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
Diaphragm : M       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    572.1   510.3   400.5   218.8   163.2   157.8     0.0
            V      36.6    47.8    59.5    71.1    74.3    74.6    82.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.4    48.8    59.8    71.1    74.3    74.6    82.5
            M     527.2   484.1   387.2   218.8   164.3   159.0     0.0
Total     : M+    940.5   829.8   639.2   344.5   256.3   247.7     0.0
            V      44.6    63.6    83.1   102.6   107.7   108.2   120.9
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    47.4    64.6    83.4   102.6   107.7   108.2   120.9
            M     895.5   803.7   625.9   344.5   257.4   248.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.3             13.3
Deck+Haunch            14.7             14.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           13.2             13.2
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   126.3   130.6   175.0   320.4   408.2   457.7   467.9
            V      66.0    59.7    59.5    56.9    47.6    38.2    29.3    22.9
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    66.0    59.7    59.5    56.9    47.8    39.0    31.5    25.4
            M       0.0   127.2   131.4   175.0   309.7   387.3   421.7   426.7
Total     : M+      0.0   216.2   223.6   300.7   559.1   727.8   826.0   852.9
            V     104.4    93.3    92.9    88.4    71.2    54.0    37.3    23.1
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   104.4    93.3    92.9    88.4    71.5    54.8    39.5    25.5
            M       0.0   217.1   224.5   300.7   548.4   706.9   790.1   811.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
Diaphragm : M       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    457.7   408.2   320.4   175.0   130.6   126.3     0.0
            V      29.3    38.2    47.6    56.9    59.5    59.7    66.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    31.5    39.0    47.8    56.9    59.5    59.7    66.0
            M     421.7   387.3   309.7   175.0   131.4   127.2     0.0
Total     : M+    826.0   727.8   559.1   300.7   223.6   216.2     0.0
            V      37.3    54.0    71.2    88.4    92.9    93.3   104.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.5    54.8    71.5    88.4    92.9    93.3   104.4
            M     790.1   706.9   548.4   300.7   224.5   217.1     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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    39.0    40.3    54.5   103.4   138.4   159.3   166.3
(Max)       V      16.6    14.6    14.5    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    28.1    29.0    39.2    74.5    99.6   114.7   119.8
(Min)       V      12.0    10.5    10.4     9.8     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0     4.7     4.9     6.6    12.5    16.7    19.2    20.1
DC(Max)     V       2.0     1.8     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.4     3.5     4.7     9.0    12.0    13.8    14.5
DC(Min)     V       1.4     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    43.2    44.7    60.4   114.6   153.3   176.5   184.2
Haunch (Max)V      18.4    16.1    16.0    15.1    11.3     7.6     3.8     0.0
Deck +    : M       0.0    31.1    32.2    43.5    82.5   110.4   127.1   132.7
Haunch (Min)V      13.3    11.6    11.5    10.9     8.2     5.4     2.7     0.0
Diaphragm : M       0.0     0.4     0.5     0.6     1.4     2.1     2.8     3.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.0     1.5     2.0     2.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.3    17.9    24.2    46.0    61.6    70.9    74.0
DC(Max)     V       7.4     6.5     6.4     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0    12.5    12.9    17.5    33.1    44.3    51.0    53.3
DC(Min)     V       5.3     4.7     4.6     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     9.3     9.6    13.0    24.6    32.9    37.9    39.6
DW(Max)     V       4.0     3.5     3.4     3.2     2.4     1.6     0.8     0.0
DL-Comp   : M       0.0     4.0     4.2     5.6    10.7    14.3    16.4    17.2
DW(Min)     V       1.7     1.5     1.5     1.4     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   276.2   285.6   382.9   700.8   893.0  1001.2  1023.6
            V     144.4   130.6   130.1   124.5   104.1    83.6    64.1    50.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   144.4   130.6   130.1   124.5   104.6    85.4    69.0    55.5
            M       0.0   278.2   287.5   382.9   677.6   847.2   922.6   933.4
Total     : M+      0.0   390.1   403.5   542.2  1003.3  1297.9  1467.9  1511.4
            V     193.0   173.1   172.4   164.4   134.0   103.7    74.2    50.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   193.0   173.1   172.4   164.4   134.6   105.4    79.1    55.7
            M       0.0   392.1   405.5   542.2   980.0  1252.2  1389.3  1421.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     159.3   138.4   103.4    54.5    40.3    39.0     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.5    14.6    16.6
Self wt.  : M     114.7    99.6    74.5    39.2    29.0    28.1     0.0
(Min)       V       2.5     4.9     7.4     9.8    10.4    10.5    12.0
DL-Prec.  : M      19.2    16.7    12.5     6.6     4.9     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.8     2.0
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.5     3.4     0.0
DC(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     176.5   153.3   114.6    60.4    44.7    43.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.0    16.1    18.4
Deck +    : M     127.1   110.4    82.5    43.5    32.2    31.1     0.0
Haunch (Min)V       2.7     5.4     8.2    10.9    11.5    11.6    13.3
Diaphragm : M       2.8     2.1     1.4     0.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.5     1.0     0.5     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      70.9    61.6    46.0    24.2    17.9    17.3     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.4     6.5     7.4
DL-Comp   : M      51.0    44.3    33.1    17.5    12.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.6     4.7     5.3
DL-Comp   : M      37.9    32.9    24.6    13.0     9.6     9.3     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.4     3.5     4.0
DL-Comp   : M      16.4    14.3    10.7     5.6     4.2     4.0     0.0
DW(Min)     V       0.4     0.7     1.1     1.4     1.5     1.5     1.7
LL + I    : M+   1001.2   893.0   700.8   382.9   285.6   276.2     0.0
            V      64.1    83.6   104.1   124.5   130.1   130.6   144.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.0    85.4   104.6   124.5   130.1   130.6   144.4
            M     922.6   847.2   677.6   382.9   287.5   278.2     0.0
Total     : M+   1467.9  1297.9  1003.3   542.2   403.5   390.1     0.0
            V      74.2   103.7   134.0   164.4   172.4   173.1   193.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.1   105.4   134.6   164.4   172.4   173.1   193.0
            M    1389.3  1252.2   980.0   542.2   405.5   392.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            18.4             18.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           19.8             19.8
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     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     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     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    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(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    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     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     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     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   107.3   111.0   149.3   277.5   367.0   416.0   424.5
            V      64.5    57.3    57.1    54.2    47.1    40.6    34.2    27.7
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    64.5    57.3    57.1    54.2    47.1    40.6    34.2    27.7
            M       0.0   107.3   111.0   149.3   277.5   367.0   416.0   424.5
Total     : M+      0.0   197.2   204.1   275.0   516.2   686.5   784.3   809.5
            V     102.8    90.9    90.5    85.7    70.7    56.4    42.2    27.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.8    90.9    90.5    85.7    70.7    56.4    42.2    27.9
            M       0.0   197.2   204.1   275.0   516.2   686.5   784.3   809.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
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       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
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      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
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+    416.0   367.0   277.5   149.3   111.0   107.3     0.0
            V      34.2    40.6    47.1    54.2    57.1    57.3    64.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.2    40.6    47.1    54.2    57.1    57.3    64.5
            M     416.0   367.0   277.5   149.3   111.0   107.3     0.0
Total     : M+    784.3   686.5   516.2   275.0   204.1   197.2     0.0
            V      42.2    56.4    70.7    85.7    90.5    90.9   102.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.2    56.4    70.7    85.7    90.5    90.9   102.8
            M     784.3   686.5   516.2   275.0   204.1   197.2     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
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   0.008   0.008   0.011   0.020   0.027   0.031   0.032 
Precast-top    0.011   0.188   0.192   0.236   0.388   0.497   0.563   0.586 
Bottom         0.172   0.901   0.897   0.857   0.718   0.618   0.558   0.538 
 

 
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    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 
 
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 =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
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    3.60    7.70   11.80   15.90   20.00
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   0.044   0.046   0.062   0.115   0.152   0.172   0.176 
Precast-top    0.006   0.124   0.127   0.160   0.272   0.352   0.398   0.412 
Bottom         0.086   0.361   0.356   0.303   0.127   0.002  -0.069  -0.086 
 

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
    193.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    189.8     0.792    1.360      0.64
      0.0    0.2   57.1     31.5 0.107      24.7 0.87    24.00     0.099    1.636 
Transfer:   3.00
    173.1    7.0   57.2    1.151   0.0   3.93e-3 42.7    158.3     0.517    1.296      0.00
    392.1    1.3   56.6    189.0 0.097      34.1 1.22    24.00     0.099    2.242 
Critical:   5.21
    155.5    7.0   57.2    1.297   0.0   1.79e-3 35.2    115.4     0.288    1.020      0.00
    694.0    1.4   56.5    189.0 0.087      57.4 2.05    24.00     0.099    2.694 
0.1L    :   4.10
    164.4    7.0   57.2    1.223   0.0   2.80e-3 38.8    139.3     0.396    1.061      0.00
    542.2    1.3   56.6    189.0 0.092      43.3 1.55    24.00     0.099    2.282 
0.2L    :   8.20
    134.6    7.0   57.2    1.492   0.0   1.43e-3 34.0     84.9     0.203    0.400      0.00
    980.0    1.6   56.4    189.0 0.076      64.6 2.32    24.00     0.099    1.551 
0.3L    :  12.30
    105.4    7.0   57.2    1.736   0.0   0.89e-3 32.1     37.0     0.099    0.267      0.00
   1252.2    1.9   56.3    189.0 0.059      80.1 2.88    24.00     0.099    1.705 
0.4L    :  16.40
     79.1    7.0   57.2    1.736   0.0   0.95e-3 32.3      9.8     0.099    0.267      0.00
   1389.3    1.9   56.3    189.0 0.045      78.0 2.80    24.00     0.099    2.238 
0.5L    :  20.50
     55.7    7.0   57.2    1.736   0.0   0.62e-3 31.2      0.0     0.099    0.267      0.00
   1421.2    1.9   56.3    189.0 0.031      91.5 3.28    24.00     0.099    3.488 
0.6L    :  24.60
     79.1    7.0   57.2    1.736   0.0   0.95e-3 32.3      9.8     0.099    0.267      0.00
   1389.3    1.9   56.3    189.0 0.045      78.0 2.80    24.00     0.099    2.238 
0.7L    :  28.70
    105.4    7.0   57.2    1.736   0.0   0.89e-3 32.1     37.0     0.099    0.267      0.00
   1252.2    1.9   56.3    189.0 0.059      80.1 2.88    24.00     0.099    1.705 
0.8L    :  32.80
    134.6    7.0   57.2    1.492   0.0   1.43e-3 34.0     84.9     0.203    0.400      0.00
    980.0    1.6   56.4    189.0 0.076      64.6 2.32    24.00     0.099    1.551 
0.9L    :  36.90
    164.4    7.0   57.2    1.223   0.0   2.80e-3 38.8    139.3     0.396    1.061      0.00
    542.2    1.3   56.6    189.0 0.092      43.3 1.55    24.00     0.099    2.282 
Critical:  35.79
    155.5    7.0   57.2    1.297   0.0   1.79e-3 35.2    115.4     0.288    1.020      0.00
    694.0    1.4   56.5    189.0 0.087      57.4 2.05    24.00     0.099    2.694 
Transfer:  38.00
    173.1    7.0   57.2    1.151   0.0   3.93e-3 42.7    158.3     0.517    1.296      0.00
    392.1    1.3   56.6    189.0 0.097      34.1 1.22    24.00     0.099    2.242 
Bearing :  40.50
    193.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    189.8     0.792    1.360      0.64
      0.0    0.2   57.1     31.5 0.107      24.7 0.87    24.00     0.099    1.636 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    193.0      3.75     57.25    0.21       57.14    24.00      0.160      0.851      0.000      0.533 
Transfer:      2.50
    173.1      3.40     57.25    1.26       56.62    24.00      0.160      0.733      0.000      0.533 
Critical:      4.71
    155.6      3.06     57.25    1.42       56.54    24.00      0.160      0.619      0.000      0.400 
0.1L    :      3.60
    164.4      3.23     57.25    1.34       56.58    24.00      0.160      0.676      0.000      0.400 
0.2L    :      7.70
    134.6      2.65     57.25    1.63       56.44    24.00      0.160      0.483      0.000      0.400 
0.3L    :     11.80
    105.4      2.08     57.25    1.89       56.31    24.00      0.160      0.293      0.000      0.267 
0.4L    :     15.90
     79.1      1.56     57.25    1.89       56.31    24.00      0.160      0.120      0.000      0.267 
0.5L    :     20.00
     55.7      1.10     57.25    1.89       56.31    24.00      0.160      0.000      0.000      0.267 
0.6L    :     24.10
     79.1      1.56     57.25    1.89       56.31    24.00      0.160      0.120      0.000      0.267 
0.7L    :     28.20
    105.4      2.08     57.25    1.89       56.31    24.00      0.160      0.293      0.000      0.267 
0.8L    :     32.30
    134.6      2.65     57.25    1.63       56.44    24.00      0.160      0.483      0.000      0.400 
0.9L    :     36.40
    164.4      3.23     57.25    1.34       56.58    24.00      0.160      0.676      0.000      0.400 
Critical:     35.29
    155.6      3.06     57.25    1.42       56.54    24.00      0.160      0.619      0.000      0.400 
Transfer:     37.50
    173.1      3.40     57.25    1.26       56.62    24.00      0.160      0.733      0.000      0.533 
Bearing :     40.00
    193.0      3.75     57.25    0.21       57.14    24.00      0.160      0.851      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 = 3.60 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.013  2.30     -0.030
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.70 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.026  2.30     -0.061
DL-Prec. (DC)  :                       -0.003  3.00     -0.009
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.80 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.037  2.30     -0.085
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.90 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.043  2.30     -0.100
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.046  2.30     -0.105
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.10 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.043  2.30     -0.100
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.20 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.037  2.30     -0.085
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.30 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.026  2.30     -0.061
DL-Prec. (DC)  :                       -0.003  3.00     -0.009
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.40 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.013  2.30     -0.030
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 2,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   390.1    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 1.00       -       -     -     -  
H/2     :   2.59
   403.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
0.1L    :   3.60
   542.2    47.9  1.529  267.5    1.6   1.34   1611.5  0.112T 1.00       -       -     -     -  
0.2L    :   7.70
  1003.3    47.9  1.866  267.0    1.9   1.63   1956.5  0.091T 1.00       -       -     -     -  
0.3L    :  11.80
  1297.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00       -       -     -     -  
0.4L    :  15.90
  1467.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    854.2   854.2    2.65    -  
0.5L    :  20.00
  1511.4    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    846.3   846.3    2.68    -  
0.6L    :  24.10
  1467.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    854.2   854.2    2.65    -  
0.7L    :  28.20
  1297.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    877.1   877.1    2.58    -  
0.8L    :  32.30
  1003.3    47.9  1.866  267.0    1.9   1.63   1956.5  0.091T 1.00       -       -     -     -  
0.9L    :  36.40
   542.2    47.9  1.529  267.5    1.6   1.34   1611.5  0.112T 1.00       -       -     -     -  
H/2     :  37.41
   403.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
Transfer:  37.50
   390.1    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.067
        M   2.00 Fb     0.290
 
  2   2 E  51.50 Ft     0.384
        M  51.50 Fb     0.161
 
  3   2 E  10.00 Ft     0.349
        M  10.00 Fb     0.426
 
  4   2 E   6.00 Ft     0.266
        M   6.00 Fb     0.730
 
  5   2 E   2.00 Ft     0.136
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 41.00            Release Length, ft: 41.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.68 %               Final losses: 11.23 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.136       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)                  2265.23     1511.37     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   0.032     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.586     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.901    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   0.412     Midspan
    Pre.Bot:                                                             2.000   0.361    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.046  2.30     -0.105
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 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   40.00
     DC  Line       0.070      0.00       0.070   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.000 ft
Release length = 41.000 ft
Design  length = 40.000 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)  : 0.805   (Calculated)    
Live Moment (1  lane  loaded)  : 0.613   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.957   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.801   (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     3.60     7.70    11.80    15.90    20.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    640.9    651.7    651.7    651.7    651.7    651.7    651.7    651.7
  Yb      ,  in    24.34    24.17    24.17    24.17    24.17    24.17    24.17    24.17
  MI(Ixx) , in4   215194   216270   216270   216270   216270   216270   216270   216270
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1232.7   1242.9   1242.9   1242.9   1242.9   1242.9   1242.9   1242.9
  Yb      ,  in    40.65    40.44    40.44    40.44    40.44    40.44    40.44    40.44
  MI(Ixx) , in4   573485   580521   580521   580521   580521   580521   580521   580521

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 14.30 in):
     4 @  2.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.882 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 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)       
---------------------------------------------------------------------------------------------
       410.000         740 303.400      6.735 27277.871  -40780304384.000       5.445        
 
 
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       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      9.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       9.9793     31.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      31.0207     37.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.4902     36.4902     No
      2      US#5[M16]       60.00        0.62      11.25      36.4902     37.4370     No
      2      US#4[M13]       60.00        0.40      10.50      37.0207     37.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      37.4370     38.2500     No
      2      US#5[M16]       60.00        0.62       9.00      38.2500     40.5000     No
      2      US#5[M16]       60.00        0.62       0.00      40.8750     40.8750     No
      2      US#4[M13]       60.00        0.40       9.00      37.8957     40.8957    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 37.0000 41.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 14.30 in
         P_init    =      425.4 kips  Ecc = 10.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.749 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.61 ksi    0.00 ksi
    due to Composite Loads                                 -0.31 ksi    0.00 ksi
    due to Live Loads                                      -1.68 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                         6.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.25 ksi  ( 2.68 %)            16.77 ksi ( 8.56 %)
Total Prestress Losses                                    22.02 ksi (11.23 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   157.8   163.2   218.8   400.5   510.3   572.1   584.9
            V      82.5    74.6    74.3    71.1    59.5    47.8    36.6    28.6
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    82.5    74.6    74.3    71.1    59.8    48.8    39.4    31.7
            M       0.0   159.0   164.3   218.8   387.2   484.1   527.2   533.4
Total     : M+      0.0   247.7   256.3   344.5   639.2   829.8   940.5   969.9
            V     120.9   108.2   107.7   102.6    83.1    63.6    44.6    28.8
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   120.9   108.2   107.7   102.6    83.4    64.6    47.4    31.8
            M       0.0   248.9   257.4   344.5   625.9   803.7   895.5   918.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
Diaphragm : M       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    572.1   510.3   400.5   218.8   163.2   157.8     0.0
            V      36.6    47.8    59.5    71.1    74.3    74.6    82.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.4    48.8    59.8    71.1    74.3    74.6    82.5
            M     527.2   484.1   387.2   218.8   164.3   159.0     0.0
Total     : M+    940.5   829.8   639.2   344.5   256.3   247.7     0.0
            V      44.6    63.6    83.1   102.6   107.7   108.2   120.9
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    47.4    64.6    83.4   102.6   107.7   108.2   120.9
            M     895.5   803.7   625.9   344.5   257.4   248.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.3             13.3
Deck+Haunch            14.7             14.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           13.2             13.2
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   126.3   130.6   175.0   320.4   408.2   457.7   467.9
            V      66.0    59.7    59.5    56.9    47.6    38.2    29.3    22.9
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    66.0    59.7    59.5    56.9    47.8    39.0    31.5    25.4
            M       0.0   127.2   131.4   175.0   309.7   387.3   421.7   426.7
Total     : M+      0.0   216.2   223.6   300.7   559.1   727.8   826.0   852.9
            V     104.4    93.3    92.9    88.4    71.2    54.0    37.3    23.1
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   104.4    93.3    92.9    88.4    71.5    54.8    39.5    25.5
            M       0.0   217.1   224.5   300.7   548.4   706.9   790.1   811.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
Diaphragm : M       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    457.7   408.2   320.4   175.0   130.6   126.3     0.0
            V      29.3    38.2    47.6    56.9    59.5    59.7    66.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    31.5    39.0    47.8    56.9    59.5    59.7    66.0
            M     421.7   387.3   309.7   175.0   131.4   127.2     0.0
Total     : M+    826.0   727.8   559.1   300.7   223.6   216.2     0.0
            V      37.3    54.0    71.2    88.4    92.9    93.3   104.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.5    54.8    71.5    88.4    92.9    93.3   104.4
            M     790.1   706.9   548.4   300.7   224.5   217.1     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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    39.0    40.3    54.5   103.4   138.4   159.3   166.3
(Max)       V      16.6    14.6    14.5    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    28.1    29.0    39.2    74.5    99.6   114.7   119.8
(Min)       V      12.0    10.5    10.4     9.8     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0     4.7     4.9     6.6    12.5    16.7    19.2    20.1
DC(Max)     V       2.0     1.8     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.4     3.5     4.7     9.0    12.0    13.8    14.5
DC(Min)     V       1.4     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    43.2    44.7    60.4   114.6   153.3   176.5   184.2
Haunch (Max)V      18.4    16.1    16.0    15.1    11.3     7.6     3.8     0.0
Deck +    : M       0.0    31.1    32.2    43.5    82.5   110.4   127.1   132.7
Haunch (Min)V      13.3    11.6    11.5    10.9     8.2     5.4     2.7     0.0
Diaphragm : M       0.0     0.4     0.5     0.6     1.4     2.1     2.8     3.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.0     1.5     2.0     2.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.3    17.9    24.2    46.0    61.6    70.9    74.0
DC(Max)     V       7.4     6.5     6.4     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0    12.5    12.9    17.5    33.1    44.3    51.0    53.3
DC(Min)     V       5.3     4.7     4.6     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     9.3     9.6    13.0    24.6    32.9    37.9    39.6
DW(Max)     V       4.0     3.5     3.4     3.2     2.4     1.6     0.8     0.0
DL-Comp   : M       0.0     4.0     4.2     5.6    10.7    14.3    16.4    17.2
DW(Min)     V       1.7     1.5     1.5     1.4     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   276.2   285.6   382.9   700.8   893.0  1001.2  1023.6
            V     144.4   130.6   130.1   124.5   104.1    83.6    64.1    50.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   144.4   130.6   130.1   124.5   104.6    85.4    69.0    55.5
            M       0.0   278.2   287.5   382.9   677.6   847.2   922.6   933.4
Total     : M+      0.0   390.1   403.5   542.2  1003.3  1297.9  1467.9  1511.4
            V     193.0   173.1   172.4   164.4   134.0   103.7    74.2    50.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   193.0   173.1   172.4   164.4   134.6   105.4    79.1    55.7
            M       0.0   392.1   405.5   542.2   980.0  1252.2  1389.3  1421.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     159.3   138.4   103.4    54.5    40.3    39.0     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.5    14.6    16.6
Self wt.  : M     114.7    99.6    74.5    39.2    29.0    28.1     0.0
(Min)       V       2.5     4.9     7.4     9.8    10.4    10.5    12.0
DL-Prec.  : M      19.2    16.7    12.5     6.6     4.9     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.8     2.0
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.5     3.4     0.0
DC(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     176.5   153.3   114.6    60.4    44.7    43.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.0    16.1    18.4
Deck +    : M     127.1   110.4    82.5    43.5    32.2    31.1     0.0
Haunch (Min)V       2.7     5.4     8.2    10.9    11.5    11.6    13.3
Diaphragm : M       2.8     2.1     1.4     0.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.5     1.0     0.5     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      70.9    61.6    46.0    24.2    17.9    17.3     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.4     6.5     7.4
DL-Comp   : M      51.0    44.3    33.1    17.5    12.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.6     4.7     5.3
DL-Comp   : M      37.9    32.9    24.6    13.0     9.6     9.3     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.4     3.5     4.0
DL-Comp   : M      16.4    14.3    10.7     5.6     4.2     4.0     0.0
DW(Min)     V       0.4     0.7     1.1     1.4     1.5     1.5     1.7
LL + I    : M+   1001.2   893.0   700.8   382.9   285.6   276.2     0.0
            V      64.1    83.6   104.1   124.5   130.1   130.6   144.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.0    85.4   104.6   124.5   130.1   130.6   144.4
            M     922.6   847.2   677.6   382.9   287.5   278.2     0.0
Total     : M+   1467.9  1297.9  1003.3   542.2   403.5   390.1     0.0
            V      74.2   103.7   134.0   164.4   172.4   173.1   193.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.1   105.4   134.6   164.4   172.4   173.1   193.0
            M    1389.3  1252.2   980.0   542.2   405.5   392.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            18.4             18.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           19.8             19.8
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     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     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     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    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(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    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     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     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     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   107.3   111.0   149.3   277.5   367.0   416.0   424.5
            V      64.5    57.3    57.1    54.2    47.1    40.6    34.2    27.7
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    64.5    57.3    57.1    54.2    47.1    40.6    34.2    27.7
            M       0.0   107.3   111.0   149.3   277.5   367.0   416.0   424.5
Total     : M+      0.0   197.2   204.1   275.0   516.2   686.5   784.3   809.5
            V     102.8    90.9    90.5    85.7    70.7    56.4    42.2    27.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.8    90.9    90.5    85.7    70.7    56.4    42.2    27.9
            M       0.0   197.2   204.1   275.0   516.2   686.5   784.3   809.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
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       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
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      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
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+    416.0   367.0   277.5   149.3   111.0   107.3     0.0
            V      34.2    40.6    47.1    54.2    57.1    57.3    64.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.2    40.6    47.1    54.2    57.1    57.3    64.5
            M     416.0   367.0   277.5   149.3   111.0   107.3     0.0
Total     : M+    784.3   686.5   516.2   275.0   204.1   197.2     0.0
            V      42.2    56.4    70.7    85.7    90.5    90.9   102.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.2    56.4    70.7    85.7    90.5    90.9   102.8
            M     784.3   686.5   516.2   275.0   204.1   197.2     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
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   0.008   0.008   0.011   0.020   0.027   0.031   0.032 
Precast-top    0.011   0.188   0.192   0.236   0.388   0.497   0.563   0.586 
Bottom         0.172   0.901   0.897   0.857   0.718   0.618   0.558   0.538 
 

 
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    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 
 
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 =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
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    3.60    7.70   11.80   15.90   20.00
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   0.044   0.046   0.062   0.115   0.152   0.172   0.176 
Precast-top    0.006   0.124   0.127   0.160   0.272   0.352   0.398   0.412 
Bottom         0.086   0.361   0.356   0.303   0.127   0.002  -0.069  -0.086 
 

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
    193.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    189.8     0.792    1.360      0.64
      0.0    0.2   57.1     31.5 0.107      24.7 0.87    24.00     0.099    1.636 
Transfer:   3.00
    173.1    7.0   57.2    1.151   0.0   3.93e-3 42.7    158.3     0.517    1.296      0.00
    392.1    1.3   56.6    189.0 0.097      34.1 1.22    24.00     0.099    2.242 
Critical:   5.21
    155.5    7.0   57.2    1.297   0.0   1.79e-3 35.2    115.4     0.288    1.020      0.00
    694.0    1.4   56.5    189.0 0.087      57.4 2.05    24.00     0.099    2.694 
0.1L    :   4.10
    164.4    7.0   57.2    1.223   0.0   2.80e-3 38.8    139.3     0.396    1.061      0.00
    542.2    1.3   56.6    189.0 0.092      43.3 1.55    24.00     0.099    2.282 
0.2L    :   8.20
    134.6    7.0   57.2    1.492   0.0   1.43e-3 34.0     84.9     0.203    0.400      0.00
    980.0    1.6   56.4    189.0 0.076      64.6 2.32    24.00     0.099    1.551 
0.3L    :  12.30
    105.4    7.0   57.2    1.736   0.0   0.89e-3 32.1     37.0     0.099    0.267      0.00
   1252.2    1.9   56.3    189.0 0.059      80.1 2.88    24.00     0.099    1.705 
0.4L    :  16.40
     79.1    7.0   57.2    1.736   0.0   0.95e-3 32.3      9.8     0.099    0.267      0.00
   1389.3    1.9   56.3    189.0 0.045      78.0 2.80    24.00     0.099    2.238 
0.5L    :  20.50
     55.7    7.0   57.2    1.736   0.0   0.62e-3 31.2      0.0     0.099    0.267      0.00
   1421.2    1.9   56.3    189.0 0.031      91.5 3.28    24.00     0.099    3.488 
0.6L    :  24.60
     79.1    7.0   57.2    1.736   0.0   0.95e-3 32.3      9.8     0.099    0.267      0.00
   1389.3    1.9   56.3    189.0 0.045      78.0 2.80    24.00     0.099    2.238 
0.7L    :  28.70
    105.4    7.0   57.2    1.736   0.0   0.89e-3 32.1     37.0     0.099    0.267      0.00
   1252.2    1.9   56.3    189.0 0.059      80.1 2.88    24.00     0.099    1.705 
0.8L    :  32.80
    134.6    7.0   57.2    1.492   0.0   1.43e-3 34.0     84.9     0.203    0.400      0.00
    980.0    1.6   56.4    189.0 0.076      64.6 2.32    24.00     0.099    1.551 
0.9L    :  36.90
    164.4    7.0   57.2    1.223   0.0   2.80e-3 38.8    139.3     0.396    1.061      0.00
    542.2    1.3   56.6    189.0 0.092      43.3 1.55    24.00     0.099    2.282 
Critical:  35.79
    155.5    7.0   57.2    1.297   0.0   1.79e-3 35.2    115.4     0.288    1.020      0.00
    694.0    1.4   56.5    189.0 0.087      57.4 2.05    24.00     0.099    2.694 
Transfer:  38.00
    173.1    7.0   57.2    1.151   0.0   3.93e-3 42.7    158.3     0.517    1.296      0.00
    392.1    1.3   56.6    189.0 0.097      34.1 1.22    24.00     0.099    2.242 
Bearing :  40.50
    193.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    189.8     0.792    1.360      0.64
      0.0    0.2   57.1     31.5 0.107      24.7 0.87    24.00     0.099    1.636 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    193.0      3.75     57.25    0.21       57.14    24.00      0.160      0.851      0.000      0.533 
Transfer:      2.50
    173.1      3.40     57.25    1.26       56.62    24.00      0.160      0.733      0.000      0.533 
Critical:      4.71
    155.6      3.06     57.25    1.42       56.54    24.00      0.160      0.619      0.000      0.400 
0.1L    :      3.60
    164.4      3.23     57.25    1.34       56.58    24.00      0.160      0.676      0.000      0.400 
0.2L    :      7.70
    134.6      2.65     57.25    1.63       56.44    24.00      0.160      0.483      0.000      0.400 
0.3L    :     11.80
    105.4      2.08     57.25    1.89       56.31    24.00      0.160      0.293      0.000      0.267 
0.4L    :     15.90
     79.1      1.56     57.25    1.89       56.31    24.00      0.160      0.120      0.000      0.267 
0.5L    :     20.00
     55.7      1.10     57.25    1.89       56.31    24.00      0.160      0.000      0.000      0.267 
0.6L    :     24.10
     79.1      1.56     57.25    1.89       56.31    24.00      0.160      0.120      0.000      0.267 
0.7L    :     28.20
    105.4      2.08     57.25    1.89       56.31    24.00      0.160      0.293      0.000      0.267 
0.8L    :     32.30
    134.6      2.65     57.25    1.63       56.44    24.00      0.160      0.483      0.000      0.400 
0.9L    :     36.40
    164.4      3.23     57.25    1.34       56.58    24.00      0.160      0.676      0.000      0.400 
Critical:     35.29
    155.6      3.06     57.25    1.42       56.54    24.00      0.160      0.619      0.000      0.400 
Transfer:     37.50
    173.1      3.40     57.25    1.26       56.62    24.00      0.160      0.733      0.000      0.533 
Bearing :     40.00
    193.0      3.75     57.25    0.21       57.14    24.00      0.160      0.851      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 = 3.60 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.013  2.30     -0.030
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.70 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.026  2.30     -0.061
DL-Prec. (DC)  :                       -0.003  3.00     -0.009
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.80 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.037  2.30     -0.085
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.90 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.043  2.30     -0.100
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.046  2.30     -0.105
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.10 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.043  2.30     -0.100
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.20 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.037  2.30     -0.085
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.30 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.026  2.30     -0.061
DL-Prec. (DC)  :                       -0.003  3.00     -0.009
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.40 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.013  2.30     -0.030
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 3,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   390.1    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 1.00       -       -     -     -  
H/2     :   2.59
   403.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
0.1L    :   3.60
   542.2    47.9  1.529  267.5    1.6   1.34   1611.5  0.112T 1.00       -       -     -     -  
0.2L    :   7.70
  1003.3    47.9  1.866  267.0    1.9   1.63   1956.5  0.091T 1.00       -       -     -     -  
0.3L    :  11.80
  1297.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00       -       -     -     -  
0.4L    :  15.90
  1467.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    854.2   854.2    2.65    -  
0.5L    :  20.00
  1511.4    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    846.3   846.3    2.68    -  
0.6L    :  24.10
  1467.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    854.2   854.2    2.65    -  
0.7L    :  28.20
  1297.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    877.1   877.1    2.58    -  
0.8L    :  32.30
  1003.3    47.9  1.866  267.0    1.9   1.63   1956.5  0.091T 1.00       -       -     -     -  
0.9L    :  36.40
   542.2    47.9  1.529  267.5    1.6   1.34   1611.5  0.112T 1.00       -       -     -     -  
H/2     :  37.41
   403.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
Transfer:  37.50
   390.1    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.067
        M   2.00 Fb     0.290
 
  2   2 E  51.50 Ft     0.384
        M  51.50 Fb     0.161
 
  3   2 E  10.00 Ft     0.349
        M  10.00 Fb     0.426
 
  4   2 E   6.00 Ft     0.266
        M   6.00 Fb     0.730
 
  5   2 E   2.00 Ft     0.136
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 41.00            Release Length, ft: 41.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.68 %               Final losses: 11.23 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.136       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)                  2265.23     1511.37     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   0.032     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.586     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.901    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   0.412     Midspan
    Pre.Bot:                                                             2.000   0.361    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.046  2.30     -0.105
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 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   40.00
     DC  Line       0.070      0.00       0.070   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.000 ft
Release length = 41.000 ft
Design  length = 40.000 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)  : 0.805   (Calculated)    
Live Moment (1  lane  loaded)  : 0.613   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.957   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.801   (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     3.60     7.70    11.80    15.90    20.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    640.9    651.7    651.7    651.7    651.7    651.7    651.7    651.7
  Yb      ,  in    24.34    24.17    24.17    24.17    24.17    24.17    24.17    24.17
  MI(Ixx) , in4   215194   216270   216270   216270   216270   216270   216270   216270
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1232.7   1242.9   1242.9   1242.9   1242.9   1242.9   1242.9   1242.9
  Yb      ,  in    40.65    40.44    40.44    40.44    40.44    40.44    40.44    40.44
  MI(Ixx) , in4   573485   580521   580521   580521   580521   580521   580521   580521

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 14.30 in):
     4 @  2.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.906 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.882 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 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)       
---------------------------------------------------------------------------------------------
       410.000         740 303.400      6.735 27277.871  -40780304384.000       5.445        
 
 
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       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      9.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       9.9793     31.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      31.0207     37.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.4902     36.4902     No
      2      US#5[M16]       60.00        0.62      11.25      36.4902     37.4370     No
      2      US#4[M13]       60.00        0.40      10.50      37.0207     37.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      37.4370     38.2500     No
      2      US#5[M16]       60.00        0.62       9.00      38.2500     40.5000     No
      2      US#5[M16]       60.00        0.62       0.00      40.8750     40.8750     No
      2      US#4[M13]       60.00        0.40       9.00      37.8957     40.8957    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 37.0000 41.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 14.30 in
         P_init    =      425.4 kips  Ecc = 10.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.749 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.61 ksi    0.00 ksi
    due to Composite Loads                                 -0.31 ksi    0.00 ksi
    due to Live Loads                                      -1.68 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                         6.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.25 ksi  ( 2.68 %)            16.77 ksi ( 8.56 %)
Total Prestress Losses                                    22.02 ksi (11.23 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 174.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   157.8   163.2   218.8   400.5   510.3   572.1   584.9
            V      82.5    74.6    74.3    71.1    59.5    47.8    36.6    28.6
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    82.5    74.6    74.3    71.1    59.8    48.8    39.4    31.7
            M       0.0   159.0   164.3   218.8   387.2   484.1   527.2   533.4
Total     : M+      0.0   247.7   256.3   344.5   639.2   829.8   940.5   969.9
            V     120.9   108.2   107.7   102.6    83.1    63.6    44.6    28.8
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   120.9   108.2   107.7   102.6    83.4    64.6    47.4    31.8
            M       0.0   248.9   257.4   344.5   625.9   803.7   895.5   918.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
Diaphragm : M       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    572.1   510.3   400.5   218.8   163.2   157.8     0.0
            V      36.6    47.8    59.5    71.1    74.3    74.6    82.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.4    48.8    59.8    71.1    74.3    74.6    82.5
            M     527.2   484.1   387.2   218.8   164.3   159.0     0.0
Total     : M+    940.5   829.8   639.2   344.5   256.3   247.7     0.0
            V      44.6    63.6    83.1   102.6   107.7   108.2   120.9
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    47.4    64.6    83.4   102.6   107.7   108.2   120.9
            M     895.5   803.7   625.9   344.5   257.4   248.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.3             13.3
Deck+Haunch            14.7             14.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.6              1.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           13.2             13.2
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   126.3   130.6   175.0   320.4   408.2   457.7   467.9
            V      66.0    59.7    59.5    56.9    47.6    38.2    29.3    22.9
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    66.0    59.7    59.5    56.9    47.8    39.0    31.5    25.4
            M       0.0   127.2   131.4   175.0   309.7   387.3   421.7   426.7
Total     : M+      0.0   216.2   223.6   300.7   559.1   727.8   826.0   852.9
            V     104.4    93.3    92.9    88.4    71.2    54.0    37.3    23.1
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   104.4    93.3    92.9    88.4    71.5    54.8    39.5    25.5
            M       0.0   217.1   224.5   300.7   548.4   706.9   790.1   811.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
Diaphragm : M       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    457.7   408.2   320.4   175.0   130.6   126.3     0.0
            V      29.3    38.2    47.6    56.9    59.5    59.7    66.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    31.5    39.0    47.8    56.9    59.5    59.7    66.0
            M     421.7   387.3   309.7   175.0   131.4   127.2     0.0
Total     : M+    826.0   727.8   559.1   300.7   223.6   216.2     0.0
            V      37.3    54.0    71.2    88.4    92.9    93.3   104.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.5    54.8    71.5    88.4    92.9    93.3   104.4
            M     790.1   706.9   548.4   300.7   224.5   217.1     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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    39.0    40.3    54.5   103.4   138.4   159.3   166.3
(Max)       V      16.6    14.6    14.5    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    28.1    29.0    39.2    74.5    99.6   114.7   119.8
(Min)       V      12.0    10.5    10.4     9.8     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0     4.7     4.9     6.6    12.5    16.7    19.2    20.1
DC(Max)     V       2.0     1.8     1.7     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     3.4     3.5     4.7     9.0    12.0    13.8    14.5
DC(Min)     V       1.4     1.3     1.3     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    43.2    44.7    60.4   114.6   153.3   176.5   184.2
Haunch (Max)V      18.4    16.1    16.0    15.1    11.3     7.6     3.8     0.0
Deck +    : M       0.0    31.1    32.2    43.5    82.5   110.4   127.1   132.7
Haunch (Min)V      13.3    11.6    11.5    10.9     8.2     5.4     2.7     0.0
Diaphragm : M       0.0     0.4     0.5     0.6     1.4     2.1     2.8     3.6
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.0     1.5     2.0     2.6
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.3    17.9    24.2    46.0    61.6    70.9    74.0
DC(Max)     V       7.4     6.5     6.4     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0    12.5    12.9    17.5    33.1    44.3    51.0    53.3
DC(Min)     V       5.3     4.7     4.6     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     9.3     9.6    13.0    24.6    32.9    37.9    39.6
DW(Max)     V       4.0     3.5     3.4     3.2     2.4     1.6     0.8     0.0
DL-Comp   : M       0.0     4.0     4.2     5.6    10.7    14.3    16.4    17.2
DW(Min)     V       1.7     1.5     1.5     1.4     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   276.2   285.6   382.9   700.8   893.0  1001.2  1023.6
            V     144.4   130.6   130.1   124.5   104.1    83.6    64.1    50.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   144.4   130.6   130.1   124.5   104.6    85.4    69.0    55.5
            M       0.0   278.2   287.5   382.9   677.6   847.2   922.6   933.4
Total     : M+      0.0   390.1   403.5   542.2  1003.3  1297.9  1467.9  1511.4
            V     193.0   173.1   172.4   164.4   134.0   103.7    74.2    50.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   193.0   173.1   172.4   164.4   134.6   105.4    79.1    55.7
            M       0.0   392.1   405.5   542.2   980.0  1252.2  1389.3  1421.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     159.3   138.4   103.4    54.5    40.3    39.0     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.5    14.6    16.6
Self wt.  : M     114.7    99.6    74.5    39.2    29.0    28.1     0.0
(Min)       V       2.5     4.9     7.4     9.8    10.4    10.5    12.0
DL-Prec.  : M      19.2    16.7    12.5     6.6     4.9     4.7     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.8     2.0
DL-Prec.  : M      13.8    12.0     9.0     4.7     3.5     3.4     0.0
DC(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     176.5   153.3   114.6    60.4    44.7    43.2     0.0
Haunch (Max)V       3.8     7.6    11.3    15.1    16.0    16.1    18.4
Deck +    : M     127.1   110.4    82.5    43.5    32.2    31.1     0.0
Haunch (Min)V       2.7     5.4     8.2    10.9    11.5    11.6    13.3
Diaphragm : M       2.8     2.1     1.4     0.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.0     1.5     1.0     0.5     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      70.9    61.6    46.0    24.2    17.9    17.3     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.4     6.5     7.4
DL-Comp   : M      51.0    44.3    33.1    17.5    12.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.6     4.7     5.3
DL-Comp   : M      37.9    32.9    24.6    13.0     9.6     9.3     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.4     3.5     4.0
DL-Comp   : M      16.4    14.3    10.7     5.6     4.2     4.0     0.0
DW(Min)     V       0.4     0.7     1.1     1.4     1.5     1.5     1.7
LL + I    : M+   1001.2   893.0   700.8   382.9   285.6   276.2     0.0
            V      64.1    83.6   104.1   124.5   130.1   130.6   144.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.0    85.4   104.6   124.5   130.1   130.6   144.4
            M     922.6   847.2   677.6   382.9   287.5   278.2     0.0
Total     : M+   1467.9  1297.9  1003.3   542.2   403.5   390.1     0.0
            V      74.2   103.7   134.0   164.4   172.4   173.1   193.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    79.1   105.4   134.6   164.4   172.4   173.1   193.0
            M    1389.3  1252.2   980.0   542.2   405.5   392.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            18.4             18.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.0              2.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           37.0             37.0
DL-Comp.(DW)           19.8             19.8
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     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     3.8     3.9     5.3    10.0    13.4    15.4    16.1
DC(Max)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     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    34.5    35.8    48.3    91.6   122.6   141.2   147.4
Haunch (Max)V      14.7    12.9    12.8    12.1     9.1     6.0     3.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     0.5     1.1     1.7     2.3     2.8
(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    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     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     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     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   107.3   111.0   149.3   277.5   367.0   416.0   424.5
            V      64.5    57.3    57.1    54.2    47.1    40.6    34.2    27.7
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    64.5    57.3    57.1    54.2    47.1    40.6    34.2    27.7
            M       0.0   107.3   111.0   149.3   277.5   367.0   416.0   424.5
Total     : M+      0.0   197.2   204.1   275.0   516.2   686.5   784.3   809.5
            V     102.8    90.9    90.5    85.7    70.7    56.4    42.2    27.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   102.8    90.9    90.5    85.7    70.7    56.4    42.2    27.9
            M       0.0   197.2   204.1   275.0   516.2   686.5   784.3   809.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      15.4    13.4    10.0     5.3     3.9     3.8     0.0
DC(Max)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     141.2   122.6    91.6    48.3    35.8    34.5     0.0
Haunch (Max)V       3.0     6.0     9.1    12.1    12.8    12.9    14.7
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       2.3     1.7     1.1     0.5     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
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      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
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+    416.0   367.0   277.5   149.3   111.0   107.3     0.0
            V      34.2    40.6    47.1    54.2    57.1    57.3    64.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.2    40.6    47.1    54.2    57.1    57.3    64.5
            M     416.0   367.0   277.5   149.3   111.0   107.3     0.0
Total     : M+    784.3   686.5   516.2   275.0   204.1   197.2     0.0
            V      42.2    56.4    70.7    85.7    90.5    90.9   102.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.2    56.4    70.7    85.7    90.5    90.9   102.8
            M     784.3   686.5   516.2   275.0   204.1   197.2     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
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   0.008   0.008   0.011   0.020   0.027   0.031   0.032 
Precast-top    0.011   0.188   0.192   0.236   0.388   0.497   0.563   0.586 
Bottom         0.172   0.901   0.897   0.857   0.718   0.618   0.558   0.538 
 

 
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    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 
 
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 =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
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    3.60    7.70   11.80   15.90   20.00
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   0.044   0.046   0.062   0.115   0.152   0.172   0.176 
Precast-top    0.006   0.124   0.127   0.160   0.272   0.352   0.398   0.412 
Bottom         0.086   0.361   0.356   0.303   0.127   0.002  -0.069  -0.086 
 

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
    193.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    189.8     0.792    1.360      0.64
      0.0    0.2   57.1     31.5 0.107      24.7 0.87    24.00     0.099    1.636 
Transfer:   3.00
    173.1    7.0   57.2    1.151   0.0   3.93e-3 42.7    158.3     0.517    1.296      0.00
    392.1    1.3   56.6    189.0 0.097      34.1 1.22    24.00     0.099    2.242 
Critical:   5.21
    155.5    7.0   57.2    1.297   0.0   1.79e-3 35.2    115.4     0.288    1.020      0.00
    694.0    1.4   56.5    189.0 0.087      57.4 2.05    24.00     0.099    2.694 
0.1L    :   4.10
    164.4    7.0   57.2    1.223   0.0   2.80e-3 38.8    139.3     0.396    1.061      0.00
    542.2    1.3   56.6    189.0 0.092      43.3 1.55    24.00     0.099    2.282 
0.2L    :   8.20
    134.6    7.0   57.2    1.492   0.0   1.43e-3 34.0     84.9     0.203    0.400      0.00
    980.0    1.6   56.4    189.0 0.076      64.6 2.32    24.00     0.099    1.551 
0.3L    :  12.30
    105.4    7.0   57.2    1.736   0.0   0.89e-3 32.1     37.0     0.099    0.267      0.00
   1252.2    1.9   56.3    189.0 0.059      80.1 2.88    24.00     0.099    1.705 
0.4L    :  16.40
     79.1    7.0   57.2    1.736   0.0   0.95e-3 32.3      9.8     0.099    0.267      0.00
   1389.3    1.9   56.3    189.0 0.045      78.0 2.80    24.00     0.099    2.238 
0.5L    :  20.50
     55.7    7.0   57.2    1.736   0.0   0.62e-3 31.2      0.0     0.099    0.267      0.00
   1421.2    1.9   56.3    189.0 0.031      91.5 3.28    24.00     0.099    3.488 
0.6L    :  24.60
     79.1    7.0   57.2    1.736   0.0   0.95e-3 32.3      9.8     0.099    0.267      0.00
   1389.3    1.9   56.3    189.0 0.045      78.0 2.80    24.00     0.099    2.238 
0.7L    :  28.70
    105.4    7.0   57.2    1.736   0.0   0.89e-3 32.1     37.0     0.099    0.267      0.00
   1252.2    1.9   56.3    189.0 0.059      80.1 2.88    24.00     0.099    1.705 
0.8L    :  32.80
    134.6    7.0   57.2    1.492   0.0   1.43e-3 34.0     84.9     0.203    0.400      0.00
    980.0    1.6   56.4    189.0 0.076      64.6 2.32    24.00     0.099    1.551 
0.9L    :  36.90
    164.4    7.0   57.2    1.223   0.0   2.80e-3 38.8    139.3     0.396    1.061      0.00
    542.2    1.3   56.6    189.0 0.092      43.3 1.55    24.00     0.099    2.282 
Critical:  35.79
    155.5    7.0   57.2    1.297   0.0   1.79e-3 35.2    115.4     0.288    1.020      0.00
    694.0    1.4   56.5    189.0 0.087      57.4 2.05    24.00     0.099    2.694 
Transfer:  38.00
    173.1    7.0   57.2    1.151   0.0   3.93e-3 42.7    158.3     0.517    1.296      0.00
    392.1    1.3   56.6    189.0 0.097      34.1 1.22    24.00     0.099    2.242 
Bearing :  40.50
    193.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    189.8     0.792    1.360      0.64
      0.0    0.2   57.1     31.5 0.107      24.7 0.87    24.00     0.099    1.636 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    193.0      3.75     57.25    0.21       57.14    24.00      0.160      0.851      0.000      0.533 
Transfer:      2.50
    173.1      3.40     57.25    1.26       56.62    24.00      0.160      0.733      0.000      0.533 
Critical:      4.71
    155.6      3.06     57.25    1.42       56.54    24.00      0.160      0.619      0.000      0.400 
0.1L    :      3.60
    164.4      3.23     57.25    1.34       56.58    24.00      0.160      0.676      0.000      0.400 
0.2L    :      7.70
    134.6      2.65     57.25    1.63       56.44    24.00      0.160      0.483      0.000      0.400 
0.3L    :     11.80
    105.4      2.08     57.25    1.89       56.31    24.00      0.160      0.293      0.000      0.267 
0.4L    :     15.90
     79.1      1.56     57.25    1.89       56.31    24.00      0.160      0.120      0.000      0.267 
0.5L    :     20.00
     55.7      1.10     57.25    1.89       56.31    24.00      0.160      0.000      0.000      0.267 
0.6L    :     24.10
     79.1      1.56     57.25    1.89       56.31    24.00      0.160      0.120      0.000      0.267 
0.7L    :     28.20
    105.4      2.08     57.25    1.89       56.31    24.00      0.160      0.293      0.000      0.267 
0.8L    :     32.30
    134.6      2.65     57.25    1.63       56.44    24.00      0.160      0.483      0.000      0.400 
0.9L    :     36.40
    164.4      3.23     57.25    1.34       56.58    24.00      0.160      0.676      0.000      0.400 
Critical:     35.29
    155.6      3.06     57.25    1.42       56.54    24.00      0.160      0.619      0.000      0.400 
Transfer:     37.50
    173.1      3.40     57.25    1.26       56.62    24.00      0.160      0.733      0.000      0.533 
Bearing :     40.00
    193.0      3.75     57.25    0.21       57.14    24.00      0.160      0.851      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 = 3.60 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.013  2.30     -0.030
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.70 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.026  2.30     -0.061
DL-Prec. (DC)  :                       -0.003  3.00     -0.009
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.80 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.037  2.30     -0.085
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.90 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.043  2.30     -0.100
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.046  2.30     -0.105
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.10 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.043  2.30     -0.100
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.20 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.037  2.30     -0.085
DL-Prec. (DC)  :                       -0.004  3.00     -0.012
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.30 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.026  2.30     -0.061
DL-Prec. (DC)  :                       -0.003  3.00     -0.009
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.40 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.013  2.30     -0.030
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 4,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   390.1    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 1.00       -       -     -     -  
H/2     :   2.59
   403.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
0.1L    :   3.60
   542.2    47.9  1.529  267.5    1.6   1.34   1611.5  0.112T 1.00       -       -     -     -  
0.2L    :   7.70
  1003.3    47.9  1.866  267.0    1.9   1.63   1956.5  0.091T 1.00       -       -     -     -  
0.3L    :  11.80
  1297.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00       -       -     -     -  
0.4L    :  15.90
  1467.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    854.2   854.2    2.65    -  
0.5L    :  20.00
  1511.4    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    846.3   846.3    2.68    -  
0.6L    :  24.10
  1467.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    854.2   854.2    2.65    -  
0.7L    :  28.20
  1297.9    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    877.1   877.1    2.58    -  
0.8L    :  32.30
  1003.3    47.9  1.866  267.0    1.9   1.63   1956.5  0.091T 1.00       -       -     -     -  
0.9L    :  36.40
   542.2    47.9  1.529  267.5    1.6   1.34   1611.5  0.112T 1.00       -       -     -     -  
H/2     :  37.41
   403.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
Transfer:  37.50
   390.1    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.067
        M   2.00 Fb     0.290
 
  2   2 E  51.50 Ft     0.384
        M  51.50 Fb     0.161
 
  3   2 E  10.00 Ft     0.349
        M  10.00 Fb     0.426
 
  4   2 E   6.00 Ft     0.266
        M   6.00 Fb     0.730
 
  5   2 E   2.00 Ft     0.136
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 41.00            Release Length, ft: 41.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.68 %               Final losses: 11.23 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.136       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)                  2265.23     1511.37     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   0.032     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.586     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.901    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   0.412     Midspan
    Pre.Bot:                                                             2.000   0.361    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.046  2.30     -0.105
DL-Prec. (DC)  :                       -0.005  3.00     -0.015
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 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  =  82.008 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.056      0.00       0.056   40.00
     DC  Line       0.010      0.00       0.010   40.00
     DC  Line       0.064      0.00       0.064   40.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    20.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 41.000 ft
Release length = 41.000 ft
Design  length = 40.000 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)  : 0.751   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.720   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.776   (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           1178.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554900 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.8 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     3.60     7.70    11.80    15.90    20.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    640.9    651.7    651.7    651.7    651.7    651.7    651.7    651.7
  Yb      ,  in    24.34    24.17    24.17    24.17    24.17    24.17    24.17    24.17
  MI(Ixx) , in4   215194   216270   216270   216270   216270   216270   216270   216270
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1180.9   1191.1   1191.1   1191.1   1191.1   1191.1   1191.1   1191.1
  Yb      ,  in    39.88    39.66    39.66    39.66    39.66    39.66    39.66    39.66
  MI(Ixx) , in4   556239   562863   562863   562863   562863   562863   562863   562863

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:  10 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 14.30 in):
     4 @  2.000 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     =    2.17 in2      Initial Pull          =      425.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.880 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.850 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.079 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)       
---------------------------------------------------------------------------------------------
       410.000         740 303.400      6.735 27277.871  -40780304384.000       5.445        
 
 
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       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      9.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       9.9793     31.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      31.0207     37.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      35.4902     36.4902     No
      2      US#5[M16]       60.00        0.62      11.25      36.4902     37.4370     No
      2      US#4[M13]       60.00        0.40      10.50      37.0207     37.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      37.4370     38.2500     No
      2      US#5[M16]       60.00        0.62       9.00      38.2500     40.5000     No
      2      US#5[M16]       60.00        0.62       0.00      40.8750     40.8750     No
      2      US#4[M13]       60.00        0.40       9.00      37.8957     40.8957    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 37.0000 41.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.1700 in2       Ycg = 14.30 in
         P_init    =      425.4 kips  Ecc = 10.07 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     5.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.749 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.59 ksi    0.00 ksi
    due to Composite Loads                                 -0.31 ksi    0.00 ksi
    due to Live Loads                                      -1.57 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                         6.05 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  5.25 ksi  ( 2.68 %)            16.90 ksi ( 8.62 %)
Total Prestress Losses                                    22.14 ksi (11.30 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.9 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     6.1     6.3     8.5    16.2    21.6    24.9    26.0
DC(Max)     V       2.6     2.3     2.3     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    31.5    32.6    44.1    83.6   111.9   128.8   134.5
Haunch (Max)V      13.4    11.8    11.7    11.0     8.3     5.5     2.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.8     1.1     1.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   147.3   152.3   204.2   373.8   476.3   534.0   545.9
            V      66.9    60.5    60.3    57.7    48.2    38.8    29.7    23.2
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    66.9    60.5    60.3    57.7    48.5    39.6    32.0    25.7
            M       0.0   148.4   153.4   204.2   361.4   451.9   492.1   497.8
Total     : M+      0.0   236.3   244.5   328.7   610.1   792.6   898.4   926.5
            V     104.9    93.8    93.3    88.9    71.6    54.4    37.5    23.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   104.9    93.8    93.3    88.9    71.9    55.2    39.8    25.8
            M       0.0   237.4   245.5   328.7   597.7   768.1   856.4   878.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      24.9    21.6    16.2     8.5     6.3     6.1     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.8   111.9    83.6    44.1    32.6    31.5     0.0
Haunch (Max)V       2.8     5.5     8.3    11.0    11.7    11.8    13.4
Diaphragm : M       1.1     0.8     0.6     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    534.0   476.3   373.8   204.2   152.3   147.3     0.0
            V      29.7    38.8    48.2    57.7    60.3    60.5    66.9
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    32.0    39.6    48.5    57.7    60.3    60.5    66.9
            M     492.1   451.9   361.4   204.2   153.4   148.4     0.0
Total     : M+    898.4   792.6   610.1   328.7   244.5   236.3     0.0
            V      37.5    54.4    71.6    88.9    93.3    93.8   104.9
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    39.8    55.2    71.9    88.9    93.3    93.8   104.9
            M     856.4   768.1   597.7   328.7   245.5   237.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               13.3             13.3
Deck+Haunch            13.4             13.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.6              2.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           29.6             29.6
DL-Comp.(DW)           13.2             13.2
Live                   68.0             68.0
        Truck          55.2             55.2
        Lane           12.8             12.8
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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     0.0
DL-Prec.  : M       0.0     6.1     6.3     8.5    16.2    21.6    24.9    26.0
DC(Max)     V       2.6     2.3     2.3     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    31.5    32.6    44.1    83.6   111.9   128.8   134.5
Haunch (Max)V      13.4    11.8    11.7    11.0     8.3     5.5     2.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.8     1.1     1.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
LL + I    : M+      0.0   117.8   121.9   163.4   299.0   381.0   427.2   436.7
            V      53.5    48.4    48.2    46.2    38.6    31.0    23.8    18.6
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    53.5    48.4    48.2    46.2    38.8    31.6    25.6    20.6
            M       0.0   118.7   122.7   163.4   289.1   361.5   393.6   398.3
Total     : M+      0.0   206.9   214.0   287.8   535.3   697.3   791.6   817.3
            V      91.5    81.7    81.3    77.3    62.0    46.6    31.6    18.7
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    91.5    81.7    81.3    77.3    62.2    47.3    33.4    20.6
            M       0.0   207.8   214.8   287.8   525.4   677.8   758.0   778.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
DL-Prec.  : M      24.9    21.6    16.2     8.5     6.3     6.1     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.8   111.9    83.6    44.1    32.6    31.5     0.0
Haunch (Max)V       2.8     5.5     8.3    11.0    11.7    11.8    13.4
Diaphragm : M       1.1     0.8     0.6     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
DL-Comp   : M      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
LL + I    : M+    427.2   381.0   299.0   163.4   121.9   117.8     0.0
            V      23.8    31.0    38.6    46.2    48.2    48.4    53.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    25.6    31.6    38.8    46.2    48.2    48.4    53.5
            M     393.6   361.5   289.1   163.4   122.7   118.7     0.0
Total     : M+    791.6   697.3   535.3   287.8   214.0   206.9     0.0
            V      31.6    46.6    62.0    77.3    81.3    81.7    91.5
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    33.4    47.3    62.2    77.3    81.3    81.7    91.5
            M     758.0   677.8   525.4   287.8   214.8   207.8     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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    39.0    40.3    54.5   103.4   138.4   159.3   166.3
(Max)       V      16.6    14.6    14.5    13.6    10.2     6.8     3.4     0.0
Self wt.  : M       0.0    28.1    29.0    39.2    74.5    99.6   114.7   119.8
(Min)       V      12.0    10.5    10.4     9.8     7.4     4.9     2.5     0.0
DL-Prec.  : M       0.0     7.6     7.9    10.7    20.2    27.1    31.2    32.5
DC(Max)     V       3.3     2.8     2.8     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     5.5     5.7     7.7    14.6    19.5    22.4    23.4
DC(Min)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    39.4    40.8    55.1   104.5   139.9   161.1   168.1
Haunch (Max)V      16.8    14.7    14.6    13.8    10.3     6.9     3.4     0.0
Deck +    : M       0.0    28.4    29.4    39.7    75.3   100.7   116.0   121.0
Haunch (Min)V      12.1    10.6    10.5     9.9     7.4     5.0     2.5     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
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.8     1.0     1.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    17.3    17.9    24.2    46.0    61.6    70.9    74.0
DC(Max)     V       7.4     6.5     6.4     6.1     4.6     3.0     1.5     0.0
DL-Comp   : M       0.0    12.5    12.9    17.5    33.1    44.3    51.0    53.3
DC(Min)     V       5.3     4.7     4.6     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     9.3     9.6    13.0    24.6    32.9    37.9    39.6
DW(Max)     V       4.0     3.5     3.4     3.2     2.4     1.6     0.8     0.0
DL-Comp   : M       0.0     4.0     4.2     5.6    10.7    14.3    16.4    17.2
DW(Min)     V       1.7     1.5     1.5     1.4     1.1     0.7     0.4     0.0
LL + I    : M+      0.0   257.8   266.6   357.4   654.1   833.5   934.5   955.4
            V     117.1   105.9   105.5   101.0    84.4    67.8    52.0    40.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   117.1   105.9   105.5   101.0    84.8    69.2    55.9    45.0
            M       0.0   259.7   268.4   357.4   632.4   790.8   861.1   871.2
Total     : M+      0.0   370.6   383.4   515.1   953.6  1234.3  1396.3  1437.7
            V     165.3   148.0   147.4   140.5   114.0    87.6    61.9    40.7
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   165.3   148.0   147.4   140.5   114.5    89.0    65.9    45.1
            M       0.0   372.5   385.2   515.1   931.9  1191.6  1322.9  1353.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     159.3   138.4   103.4    54.5    40.3    39.0     0.0
(Max)       V       3.4     6.8    10.2    13.6    14.5    14.6    16.6
Self wt.  : M     114.7    99.6    74.5    39.2    29.0    28.1     0.0
(Min)       V       2.5     4.9     7.4     9.8    10.4    10.5    12.0
DL-Prec.  : M      31.2    27.1    20.2    10.7     7.9     7.6     0.0
DC(Max)     V       0.7     1.3     2.0     2.7     2.8     2.8     3.3
DL-Prec.  : M      22.4    19.5    14.6     7.7     5.7     5.5     0.0
DC(Min)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     161.1   139.9   104.5    55.1    40.8    39.4     0.0
Haunch (Max)V       3.4     6.9    10.3    13.8    14.6    14.7    16.8
Deck +    : M     116.0   100.7    75.3    39.7    29.4    28.4     0.0
Haunch (Min)V       2.5     5.0     7.4     9.9    10.5    10.6    12.1
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       1.0     0.8     0.5     0.2     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      70.9    61.6    46.0    24.2    17.9    17.3     0.0
DC(Max)     V       1.5     3.0     4.6     6.1     6.4     6.5     7.4
DL-Comp   : M      51.0    44.3    33.1    17.5    12.9    12.5     0.0
DC(Min)     V       1.1     2.2     3.3     4.4     4.6     4.7     5.3
DL-Comp   : M      37.9    32.9    24.6    13.0     9.6     9.3     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.4     3.5     4.0
DL-Comp   : M      16.4    14.3    10.7     5.6     4.2     4.0     0.0
DW(Min)     V       0.4     0.7     1.1     1.4     1.5     1.5     1.7
LL + I    : M+    934.5   833.5   654.1   357.4   266.6   257.8     0.0
            V      52.0    67.8    84.4   101.0   105.5   105.9   117.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    55.9    69.2    84.8   101.0   105.5   105.9   117.1
            M     861.1   790.8   632.4   357.4   268.4   259.7     0.0
Total     : M+   1396.3  1234.3   953.6   515.1   383.4   370.6     0.0
            V      61.9    87.6   114.0   140.5   147.4   148.0   165.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    65.9    89.0   114.5   140.5   147.4   148.0   165.3
            M    1322.9  1191.6   931.9   515.1   385.2   372.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.6             16.6
Deck+Haunch            16.8             16.8
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)           19.8             19.8
Live                  119.0            119.0
        Truck          96.6             96.6
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    3.60    7.70   11.80   15.90   20.00
Self wt.  : M       0.0    31.2    32.3    43.6    82.7   110.7   127.5   133.1
(Max)       V      13.3    11.6    11.6    10.9     8.2     5.5     2.7     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     6.1     6.3     8.5    16.2    21.6    24.9    26.0
DC(Max)     V       2.6     2.3     2.3     2.1     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    31.5    32.6    44.1    83.6   111.9   128.8   134.5
Haunch (Max)V      13.4    11.8    11.7    11.0     8.3     5.5     2.8     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     0.2     0.2     0.3     0.6     0.8     1.1     1.4
(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    13.9    14.4    19.4    36.8    49.2    56.7    59.2
DC(Max)     V       5.9     5.2     5.2     4.9     3.6     2.4     1.2     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     6.2     6.4     8.6    16.4    22.0    25.3    26.4
DW(Max)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     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   112.0   115.9   155.8   289.7   383.1   434.3   443.2
            V      62.5    55.5    55.3    52.5    45.6    39.4    33.1    26.9
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    62.5    55.5    55.3    52.5    45.6    39.4    33.1    26.9
            M       0.0   112.0   115.9   155.8   289.7   383.1   434.3   443.2
Total     : M+      0.0   201.1   208.0   280.3   526.0   699.4   798.6   823.8
            V     100.5    88.8    88.3    83.6    69.0    55.0    41.0    26.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   100.5    88.8    88.3    83.6    69.0    55.0    41.0    26.9
            M       0.0   201.1   208.0   280.3   526.0   699.4   798.6   823.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    24.10   28.20   32.30   36.40   37.41   37.50   40.00
Self wt.  : M     127.5   110.7    82.7    43.6    32.3    31.2     0.0
(Max)       V       2.7     5.5     8.2    10.9    11.6    11.6    13.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      24.9    21.6    16.2     8.5     6.3     6.1     0.0
DC(Max)     V       0.5     1.1     1.6     2.1     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     128.8   111.9    83.6    44.1    32.6    31.5     0.0
Haunch (Max)V       2.8     5.5     8.3    11.0    11.7    11.8    13.4
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       1.1     0.8     0.6     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      56.7    49.2    36.8    19.4    14.4    13.9     0.0
DC(Max)     V       1.2     2.4     3.6     4.9     5.2     5.2     5.9
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      25.3    22.0    16.4     8.6     6.4     6.2     0.0
DW(Max)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
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+    434.3   383.1   289.7   155.8   115.9   112.0     0.0
            V      33.1    39.4    45.6    52.5    55.3    55.5    62.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.1    39.4    45.6    52.5    55.3    55.5    62.5
            M     434.3   383.1   289.7   155.8   115.9   112.0     0.0
Total     : M+    798.6   699.4   526.0   280.3   208.0   201.1     0.0
            V      41.0    55.0    69.0    83.6    88.3    88.8   100.5
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    41.0    55.0    69.0    83.6    88.3    88.8   100.5
            M     798.6   699.4   526.0   280.3   208.0   201.1     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    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
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   0.008   0.008   0.011   0.021   0.029   0.033   0.034 
Precast-top    0.011   0.187   0.191   0.235   0.386   0.494   0.559   0.581 
Bottom         0.172   0.901   0.898   0.858   0.720   0.622   0.563   0.543 
 

 
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    4.10    8.20   12.30   16.40   20.50
 
Beam-Self
Precast-top    0.063   0.083   0.148   0.194   0.222   0.231 
Bottom        -0.051  -0.067  -0.120  -0.157  -0.180  -0.187 
 
Prestress
Precast-top    0.074   0.074   0.074   0.074   0.074   0.074 
Bottom         1.122   1.122   1.122   1.122   1.122   1.122 
 
Total
Precast-top    0.136   0.157   0.222   0.268   0.296   0.305 
Bottom         1.071   1.054   1.002   0.964   0.942   0.934 
 
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 =  9.88 %)
             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    3.60    7.70   11.80   15.90   20.00
 
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    3.60    7.70   11.80   15.90   20.00
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   0.068   0.127   0.169   0.192   0.196 
Precast-top    0.006   0.128   0.131   0.165   0.281   0.364   0.412   0.426 
Bottom         0.086   0.356   0.351   0.297   0.115  -0.013  -0.086  -0.103 
 

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
    165.3    7.0   57.2    0.192   0.0   6.00e-3 50.0    158.9     0.663    1.360      0.42
      0.0    0.2   57.1     31.5 0.092      24.7 0.87    24.00     0.099    1.910 
Transfer:   3.00
    148.0    7.0   57.2    1.152   0.0   2.38e-3 37.3    116.3     0.314    1.296      0.00
    372.5    1.4   56.6    189.0 0.083      48.2 1.72    24.00     0.099    3.009 
Critical:   5.21
    132.8    7.0   57.2    1.298   0.0   0.74e-3 31.6     61.5     0.134    1.020      0.00
    658.8    1.6   56.5    189.0 0.075      86.1 3.08    24.00     0.099    3.349 
0.1L    :   4.10
    140.5    7.0   57.2    1.225   0.0   1.42e-3 34.0     91.0     0.217    1.061      0.00
    515.1    1.5   56.5    189.0 0.079      65.0 2.33    24.00     0.099    3.168 
0.2L    :   8.20
    114.5    7.0   57.2    1.494   0.0   0.72e-3 31.5     40.2     0.099    0.400      0.00
    931.9    1.8   56.4    189.0 0.064      87.0 3.12    24.00     0.099    2.130 
0.3L    :  12.30
     89.0    7.0   57.2    1.736   0.0   0.31e-3 30.1      0.0     0.099    0.267      0.00
   1191.6    2.1   56.2    189.0 0.050     108.4 3.90    24.00     0.099    2.404 
0.4L    :  16.40
     65.9    7.0   57.2    1.736   0.0   0.41e-3 30.4      0.0     0.099    0.267      0.00
   1322.9    2.1   56.2    189.0 0.037     102.2 3.68    24.00     0.099    3.140 
0.5L    :  20.50
     45.1    7.0   57.2    1.736   0.0   0.12e-3 29.4      0.0     0.099    0.267      0.00
   1353.6    2.1   56.2    189.0 0.025     122.5 4.40    24.00     0.099    5.099 
0.6L    :  24.60
     65.9    7.0   57.2    1.736   0.0   0.41e-3 30.4      0.0     0.099    0.267      0.00
   1322.9    2.1   56.2    189.0 0.037     102.2 3.68    24.00     0.099    3.140 
0.7L    :  28.70
     89.0    7.0   57.2    1.736   0.0   0.31e-3 30.1      0.0     0.099    0.267      0.00
   1191.6    2.1   56.2    189.0 0.050     108.4 3.90    24.00     0.099    2.404 
0.8L    :  32.80
    114.5    7.0   57.2    1.494   0.0   0.72e-3 31.5     40.2     0.099    0.400      0.00
    931.9    1.8   56.4    189.0 0.064      87.0 3.12    24.00     0.099    2.130 
0.9L    :  36.90
    140.5    7.0   57.2    1.225   0.0   1.42e-3 34.0     91.0     0.217    1.061      0.00
    515.1    1.5   56.5    189.0 0.079      65.0 2.33    24.00     0.099    3.168 
Critical:  35.79
    132.8    7.0   57.2    1.298   0.0   0.74e-3 31.6     61.5     0.134    1.020      0.00
    658.8    1.6   56.5    189.0 0.075      86.1 3.08    24.00     0.099    3.349 
Transfer:  38.00
    148.0    7.0   57.2    1.152   0.0   2.38e-3 37.3    116.3     0.314    1.296      0.00
    372.5    1.4   56.6    189.0 0.083      48.2 1.72    24.00     0.099    3.009 
Bearing :  40.50
    165.3    7.0   57.2    0.192   0.0   6.00e-3 50.0    158.9     0.663    1.360      0.42
      0.0    0.2   57.1     31.5 0.092      24.7 0.87    24.00     0.099    1.910 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  425.36
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    0.85
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 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
    165.3      3.21     57.25    0.23       57.13    24.00      0.160      0.671      0.000      0.533 
Transfer:      2.50
    148.0      2.91     57.25    1.38       56.56    24.00      0.160      0.569      0.000      0.533 
Critical:      4.71
    132.9      2.61     57.25    1.55       56.47    24.00      0.160      0.471      0.000      0.400 
0.1L    :      3.60
    140.5      2.76     57.25    1.47       56.52    24.00      0.160      0.521      0.000      0.400 
0.2L    :      7.70
    114.5      2.26     57.25    1.79       56.36    24.00      0.160      0.352      0.000      0.400 
0.3L    :     11.80
     89.0      1.76     57.25    2.07       56.21    24.00      0.160      0.186      0.000      0.267 
0.4L    :     15.90
     65.9      1.30     57.25    2.07       56.21    24.00      0.160      0.034      0.000      0.267 
0.5L    :     20.00
     45.1      0.89     57.25    2.07       56.21    24.00      0.160      0.000      0.000      0.267 
0.6L    :     24.10
     65.9      1.30     57.25    2.07       56.21    24.00      0.160      0.034      0.000      0.267 
0.7L    :     28.20
     89.0      1.76     57.25    2.07       56.21    24.00      0.160      0.186      0.000      0.267 
0.8L    :     32.30
    114.5      2.26     57.25    1.79       56.36    24.00      0.160      0.352      0.000      0.400 
0.9L    :     36.40
    140.5      2.76     57.25    1.47       56.52    24.00      0.160      0.521      0.000      0.400 
Critical:     35.29
    132.9      2.61     57.25    1.55       56.47    24.00      0.160      0.471      0.000      0.400 
Transfer:     37.50
    148.0      2.91     57.25    1.38       56.56    24.00      0.160      0.569      0.000      0.533 
Bearing :     40.00
    165.3      3.21     57.25    0.23       57.13    24.00      0.160      0.671      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 = 3.60 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.012  2.30     -0.027
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 7.70 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.024  2.30     -0.055
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 11.80 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.034  2.30     -0.077
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 15.90 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.040  2.30     -0.091
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 20.00 ft
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.042  2.30     -0.096
DL-Prec. (DC)  :                       -0.008  3.00     -0.024
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 24.10 ft
Prestress      :       0.138  1.80      0.248  2.20      0.303
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.040  2.30     -0.091
DL-Prec. (DC)  :                       -0.008  3.00     -0.023
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.020
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 28.20 ft
Prestress      :       0.120  1.80      0.216  2.20      0.265
Self Wt.       :      -0.039  1.85     -0.072  2.40     -0.094
Deck + Haunch  :                       -0.034  2.30     -0.077
DL-Prec. (DC)  :                       -0.006  3.00     -0.019
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.017
DL-Comp. (DW)  :                       -0.003  3.00     -0.008
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 32.30 ft
Prestress      :       0.091  1.80      0.165  2.20      0.201
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.024  2.30     -0.055
DL-Prec. (DC)  :                       -0.005  3.00     -0.014
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 36.40 ft
Prestress      :       0.051  1.80      0.092  2.20      0.112
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.012  2.30     -0.027
DL-Prec. (DC)  :                       -0.002  3.00     -0.007
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.006
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 5,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   370.6    47.9  1.440  267.4    1.6   1.38   1517.0  0.108T 1.00       -       -     -     -  
H/2     :   2.59
   383.4    47.9  1.448  267.4    1.6   1.39   1524.9  0.108T 1.00       -       -     -     -  
0.1L    :   3.60
   515.1    47.9  1.531  267.3    1.7   1.47   1609.8  0.102T 1.00       -       -     -     -  
0.2L    :   7.70
   953.6    47.9  1.868  266.7    2.1   1.79   1953.1  0.083T 1.00       -       -     -     -  
0.3L    :  11.80
  1234.3    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00       -       -     -     -  
0.4L    :  15.90
  1396.3    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00    850.1   850.1    2.66    -  
0.5L    :  20.00
  1437.7    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00    842.7   842.7    2.68    -  
0.6L    :  24.10
  1396.3    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00    850.1   850.1    2.66    -  
0.7L    :  28.20
  1234.3    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00    871.9   871.9    2.59    -  
0.8L    :  32.30
   953.6    47.9  1.868  266.7    2.1   1.79   1953.1  0.083T 1.00       -       -     -     -  
0.9L    :  36.40
   515.1    47.9  1.531  267.3    1.7   1.47   1609.8  0.102T 1.00       -       -     -     -  
H/2     :  37.41
   383.4    47.9  1.448  267.4    1.6   1.39   1524.9  0.108T 1.00       -       -     -     -  
Transfer:  37.50
   370.6    47.9  1.440  267.4    1.6   1.38   1517.0  0.108T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.067
        M   2.00 Fb     0.290
 
  2   2 E  51.50 Ft     0.384
        M  51.50 Fb     0.161
 
  3   2 E  10.00 Ft     0.349
        M  10.00 Fb     0.426
 
  4   2 E   6.00 Ft     0.266
        M   6.00 Fb     0.730
 
  5   2 E   2.00 Ft     0.136
        M   2.00 Fb     1.071
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 41.00            Release Length, ft: 41.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  10
No. of strands, Draped:   0           No. of strands, Straight:  10
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  2.68 %               Final losses: 11.30 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.071     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.136       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)                  2258.00     1437.73     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   0.034     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.581     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.901    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   0.426     Midspan
    Pre.Bot:                                                             2.000   0.356    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  20.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.143  1.80      0.258  2.20      0.315
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.115
Deck + Haunch  :                       -0.042  2.30     -0.096
DL-Prec. (DC)  :                       -0.008  3.00     -0.024
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

LIVE LOADS USED: 

1   ID         : Design Lane
    Description: Design Lane as in AASHTO-LRFD

2   ID         : Design Tandem
    Description: Design Tandem as in AASHTO-LRFD
    First Axle Magnitude = 25.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      25.00            4.00            4.00            0.00

3   ID         : Design Truck
    Description: Design Truck as in AASHTO-LRFD
    First Axle Magnitude = 8.00  k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
    #    Magnitude, k  Max Spacing,ft  Min Spacing,ft    Increment,ft
     1      32.00           14.00           14.00            0.00
     2      32.00           30.00           14.00            2.00

 
RATING LOADS - NONE

