 
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 35 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 1.8', 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_583.tmp\D35\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 =     36.000
Bearing-to-bearing, ft =     35.000
Release span      , ft =     36.000
 
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   35.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   35.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   35.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   35.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   35.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   35.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   35.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   35.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   35.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   35.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   35.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   35.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   17.500
   1    2        0.285   17.500
   1    3        0.285   17.500
   1    4        0.285   17.500
   1    5        0.143   17.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   35.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   35.00   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    0.143     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#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       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  8.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  8.9793 27.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 27.0207 32.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 30.4902 31.4902 No        
       2 US#4[M13]  60.0  0.40   10.50 32.0207 32.8957 Yes       
       2 US#5[M16]  60.0  0.62   11.25 31.4902 32.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 32.4370 33.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 33.2500 35.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 35.8750 35.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 32.8957 35.8957 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 32.0000 36.0000       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#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       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  8.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  8.9793 27.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 27.0207 32.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 30.4902 31.4902 No        
       2 US#4[M13]  60.0  0.40   10.50 32.0207 32.8957 Yes       
       2 US#5[M16]  60.0  0.62   11.25 31.4902 32.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 32.4370 33.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 33.2500 35.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 35.8750 35.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 32.8957 35.8957 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 32.0000 36.0000       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#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       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  8.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  8.9793 27.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 27.0207 32.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 30.4902 31.4902 No        
       2 US#4[M13]  60.0  0.40   10.50 32.0207 32.8957 Yes       
       2 US#5[M16]  60.0  0.62   11.25 31.4902 32.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 32.4370 33.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 33.2500 35.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 35.8750 35.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 32.8957 35.8957 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 32.0000 36.0000       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#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       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  8.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  8.9793 27.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 27.0207 32.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 30.4902 31.4902 No        
       2 US#4[M13]  60.0  0.40   10.50 32.0207 32.8957 Yes       
       2 US#5[M16]  60.0  0.62   11.25 31.4902 32.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 32.4370 33.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 33.2500 35.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 35.8750 35.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 32.8957 35.8957 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 32.0000 36.0000       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#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       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  8.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00  8.9793 27.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 27.0207 32.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 30.4902 31.4902 No        
       2 US#4[M13]  60.0  0.40   10.50 32.0207 32.8957 Yes       
       2 US#5[M16]  60.0  0.62   11.25 31.4902 32.4370 No        
       2 US#5[M16]  60.0  0.62    9.75 32.4370 33.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 33.2500 35.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 35.8750 35.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 32.8957 35.8957 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 32.0000 36.0000       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   35.00
     DC  Line       0.010      0.00       0.010   35.00
     DC  Line       0.064      0.00       0.064   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.000 ft
Release length = 36.000 ft
Design  length = 35.000 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)  : 0.779   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.715   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.771   (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     3.10     6.70    10.30    13.90    17.50
 
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)   =      0.069 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)       
---------------------------------------------------------------------------------------------
       360.000         740 266.400      5.914 23951.303  -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#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      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      8.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       8.9793     27.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      27.0207     32.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      30.4902     31.4902     No
      2      US#4[M13]       60.00        0.40      10.50      32.0207     32.8957    Yes
      2      US#5[M16]       60.00        0.62      11.25      31.4902     32.4370     No
      2      US#5[M16]       60.00        0.62       9.75      32.4370     33.2500     No
      2      US#5[M16]       60.00        0.62       9.00      33.2500     35.5000     No
      2      US#5[M16]       60.00        0.62       0.00      35.8750     35.8750     No
      2      US#4[M13]       60.00        0.40       9.00      32.8957     35.8957    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 32.0000 36.0000       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     **     5.36 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.765 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.45 ksi    0.00 ksi
    due to Composite Loads                                 -0.24 ksi    0.00 ksi
    due to Live Loads                                      -1.37 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                  5.36 ksi  ( 2.74 %)            17.30 ksi ( 8.83 %)
Total Prestress Losses                                    22.66 ksi (11.56 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.4 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    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     5.3     5.5     6.4    12.3    16.5    19.1    19.9
DC(Max)     V       2.3     2.0     1.9     1.9     1.4     0.9     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    27.3    28.3    33.2    63.7    85.5    98.6   103.0
Haunch (Max)V      11.8    10.1    10.0     9.7     7.3     4.8     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   141.5   146.3   171.2   313.9   406.5   464.1   478.0
            V      62.7    55.6    55.3    53.8    44.7    36.5    29.6    22.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.7    55.6    55.3    53.8    44.9    37.2    30.9    24.9
            M      -0.0   142.1   146.8   171.2   304.1   387.2   434.7   439.8
Total     : M+      0.0   218.7   226.1   265.1   494.1   648.4   743.1   769.5
            V      96.0    84.1    83.6    81.2    65.2    50.2    36.5    22.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    96.0    84.1    83.6    81.2    65.4    50.9    37.8    24.9
            M      -0.0   219.3   226.7   265.1   484.3   629.0   713.7   731.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      19.1    16.5    12.3     6.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     1.9     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
Deck +    : M      98.6    85.5    63.7    33.2    28.3    27.3     0.0
Haunch (Max)V       2.4     4.8     7.3     9.7    10.0    10.1    11.8
Diaphragm : M       1.0     0.7     0.5     0.2     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    464.1   406.5   313.9   171.2   146.3   141.5     0.0
            V      29.6    36.5    44.7    53.8    55.3    55.6    62.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    30.9    37.2    44.9    53.8    55.3    55.6    62.7
            M     434.7   387.2   304.1   171.2   146.8   142.1     0.0
Total     : M+    743.1   648.4   494.1   265.1   226.1   218.7     0.0
            V      36.5    50.2    65.2    81.2    83.6    84.1    96.0
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    37.8    50.9    65.4    81.2    83.6    84.1    96.0
            M     713.7   629.0   484.3   265.1   226.7   219.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            11.8             11.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           11.5             11.5
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     5.3     5.5     6.4    12.3    16.5    19.1    19.9
DC(Max)     V       2.3     2.0     1.9     1.9     1.4     0.9     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    27.3    28.3    33.2    63.7    85.5    98.6   103.0
Haunch (Max)V      11.8    10.1    10.0     9.7     7.3     4.8     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   113.2   117.0   136.9   251.1   325.2   371.3   382.4
            V      50.2    44.5    44.2    43.1    35.7    29.2    23.7    18.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.2    44.5    44.2    43.1    35.9    29.7    24.7    19.9
            M      -0.0   113.7   117.4   136.9   243.2   309.7   347.7   351.8
Total     : M+      0.0   190.4   196.9   230.9   431.3   567.1   650.3   673.9
            V      83.4    73.0    72.6    70.4    56.3    42.9    30.6    18.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.4    73.0    72.6    70.4    56.5    43.5    31.6    20.0
            M      -0.0   190.9   197.3   230.9   423.5   551.6   626.7   643.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      19.1    16.5    12.3     6.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     1.9     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
Deck +    : M      98.6    85.5    63.7    33.2    28.3    27.3     0.0
Haunch (Max)V       2.4     4.8     7.3     9.7    10.0    10.1    11.8
Diaphragm : M       1.0     0.7     0.5     0.2     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    371.3   325.2   251.1   136.9   117.0   113.2     0.0
            V      23.7    29.2    35.7    43.1    44.2    44.5    50.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    24.7    29.7    35.9    43.1    44.2    44.5    50.2
            M     347.7   309.7   243.2   136.9   117.4   113.7     0.0
Total     : M+    650.3   567.1   431.3   230.9   196.9   190.4     0.0
            V      30.6    42.9    56.3    70.4    72.6    73.0    83.4
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    31.6    43.5    56.5    70.4    72.6    73.0    83.4
            M     626.7   551.6   423.5   230.9   197.3   190.9     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    33.8    35.0    41.1    78.8   105.8   122.0   127.3
(Max)       V      14.6    12.5    12.4    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    24.3    25.2    29.6    56.8    76.2    87.8    91.7
(Min)       V      10.5     9.0     8.9     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     6.6     6.8     8.0    15.4    20.7    23.8    24.9
DC(Max)     V       2.8     2.4     2.4     2.3     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     4.8     4.9     5.8    11.1    14.9    17.2    17.9
DC(Min)     V       2.0     1.8     1.7     1.7     1.3     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    34.1    35.3    41.6    79.7   106.9   123.2   128.7
Haunch (Max)V      14.7    12.6    12.5    12.1     9.1     6.1     3.0     0.0
Deck +    : M       0.0    24.6    25.4    29.9    57.4    77.0    88.7    92.7
Haunch (Min)V      10.6     9.1     9.0     8.7     6.5     4.4     2.2     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.9     1.2     1.6
(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     0.4     0.7     0.9     1.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.0    15.5    18.3    35.1    47.1    54.3    56.7
DC(Max)     V       6.5     5.6     5.5     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.8    11.2    13.2    25.3    33.9    39.1    40.8
DC(Min)     V       4.7     4.0     4.0     3.8     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     8.0     8.3     9.8    18.8    25.2    29.0    30.3
DW(Max)     V       3.5     3.0     3.0     2.9     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.5     3.6     4.2     8.1    10.9    12.6    13.1
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   247.6   255.9   299.5   549.4   711.5   812.2   836.4
            V     109.8    97.2    96.8    94.2    78.2    63.9    51.8    39.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.8    97.2    96.8    94.2    78.5    65.1    54.1    43.5
            M      -0.0   248.7   256.9   299.5   532.1   677.5   760.7   769.6
Total     : M+      0.0   345.5   357.2   418.6   777.7  1018.0  1165.8  1205.9
            V     151.9   133.4   132.7   128.9   104.2    81.3    60.5    39.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   151.9   133.4   132.7   128.9   104.6    82.4    62.9    43.6
            M      -0.0   346.6   358.1   418.6   760.5   984.1  1114.3  1139.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M     122.0   105.8    78.8    41.1    35.0    33.8     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.4    12.5    14.6
Self wt.  : M      87.8    76.2    56.8    29.6    25.2    24.3     0.0
(Min)       V       2.2     4.3     6.5     8.6     8.9     9.0    10.5
DL-Prec.  : M      23.8    20.7    15.4     8.0     6.8     6.6     0.0
DC(Max)     V       0.6     1.2     1.8     2.3     2.4     2.4     2.8
DL-Prec.  : M      17.2    14.9    11.1     5.8     4.9     4.8     0.0
DC(Min)     V       0.4     0.8     1.3     1.7     1.7     1.8     2.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     123.2   106.9    79.7    41.6    35.3    34.1     0.0
Haunch (Max)V       3.0     6.1     9.1    12.1    12.5    12.6    14.7
Deck +    : M      88.7    77.0    57.4    29.9    25.4    24.6     0.0
Haunch (Min)V       2.2     4.4     6.5     8.7     9.0     9.1    10.6
Diaphragm : M       1.2     0.9     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       0.9     0.7     0.4     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      54.3    47.1    35.1    18.3    15.5    15.0     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     5.5     5.6     6.5
DL-Comp   : M      39.1    33.9    25.3    13.2    11.2    10.8     0.0
DC(Min)     V       1.0     1.9     2.9     3.8     4.0     4.0     4.7
DL-Comp   : M      29.0    25.2    18.8     9.8     8.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.9     3.0     3.0     3.5
DL-Comp   : M      12.6    10.9     8.1     4.2     3.6     3.5     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    812.2   711.5   549.4   299.5   255.9   247.6     0.0
            V      51.8    63.9    78.2    94.2    96.8    97.2   109.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.1    65.1    78.5    94.2    96.8    97.2   109.8
            M     760.7   677.5   532.1   299.5   256.9   248.7     0.0
Total     : M+   1165.8  1018.0   777.7   418.6   357.2   345.5     0.0
            V      60.5    81.3   104.2   128.9   132.7   133.4   151.9
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    62.9    82.4   104.6   128.9   132.7   133.4   151.9
            M    1114.3   984.1   760.5   418.6   358.1   346.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.6             14.6
Deck+Haunch            14.7             14.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           17.3             17.3
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.3     5.5     6.4    12.3    16.5    19.1    19.9
DC(Max)     V       2.3     2.0     1.9     1.9     1.4     0.9     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    27.3    28.3    33.2    63.7    85.5    98.6   103.0
Haunch (Max)V      11.8    10.1    10.0     9.7     7.3     4.8     2.4     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     0.2     0.5     0.7     1.0     1.3
(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    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     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     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     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   107.8   111.5   131.0   248.5   329.0   372.4   378.7
            V      57.1    52.1    51.9    50.9    44.7    38.5    32.3    26.1
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    57.1    52.1    51.9    50.9    44.7    38.5    32.3    26.1
            M       0.0   107.8   111.5   131.0   248.5   329.0   372.4   378.7
Total     : M+      0.0   185.0   191.3   224.9   428.7   570.9   651.4   670.2
            V      90.3    80.6    80.2    78.2    65.2    52.2    39.2    26.1
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    90.3    80.6    80.2    78.2    65.2    52.2    39.2    26.1
            M       0.0   185.0   191.3   224.9   428.7   570.9   651.4   670.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      19.1    16.5    12.3     6.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     1.9     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      98.6    85.5    63.7    33.2    28.3    27.3     0.0
Haunch (Max)V       2.4     4.8     7.3     9.7    10.0    10.1    11.8
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       1.0     0.7     0.5     0.2     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
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      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    372.4   329.0   248.5   131.0   111.5   107.8     0.0
            V      32.3    38.5    44.7    50.9    51.9    52.1    57.1
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    32.3    38.5    44.7    50.9    51.9    52.1    57.1
            M     372.4   329.0   248.5   131.0   111.5   107.8     0.0
Total     : M+    651.4   570.9   428.7   224.9   191.3   185.0     0.0
            V      39.2    52.2    65.2    78.2    80.2    80.6    90.3
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    39.2    52.2    65.2    78.2    80.2    80.6    90.3
            M     651.4   570.9   428.7   224.9   191.3   185.0     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    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 


 
 
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    3.10    6.70   10.30   13.90   17.50
 
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   0.045   0.046   0.054   0.104   0.140   0.161   0.169
Bottom        -0.000  -0.036  -0.037  -0.044  -0.085  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.009   0.011   0.020   0.027   0.032   0.033
Bottom        -0.000  -0.007  -0.007  -0.009  -0.017  -0.022  -0.026  -0.027
 
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  -0.001  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.045   0.047   0.055   0.106   0.142   0.163   0.170
Bottom        -0.000  -0.037  -0.038  -0.045  -0.085  -0.115  -0.132  -0.138
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.011   0.015   0.017   0.018
Precast-top   -0.000   0.004   0.004   0.004   0.009   0.012   0.013   0.014
Bottom        -0.000  -0.010  -0.011  -0.012  -0.024  -0.032  -0.037  -0.038
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.002   0.003   0.005   0.007   0.008   0.008
Precast-top   -0.000   0.002   0.002   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.005  -0.005  -0.006  -0.011  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.057   0.059   0.069   0.127   0.164   0.187   0.193
Precast-top   -0.000   0.043   0.045   0.052   0.096   0.124   0.142   0.146
Bottom        -0.000  -0.120  -0.124  -0.145  -0.265  -0.344  -0.392  -0.404
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.064   0.066   0.078   0.143   0.186   0.212   0.219 
Precast-top    0.011   0.214   0.219   0.246   0.406   0.518   0.585   0.607 
Bottom         0.172   0.796   0.789   0.751   0.524   0.370   0.275   0.248 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.007   0.007   0.009   0.016   0.022   0.025   0.026 
Precast-top    0.011   0.171   0.174   0.193   0.310   0.393   0.443   0.460 
Bottom         0.172   0.916   0.913   0.895   0.789   0.714   0.668   0.652 
 

 
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    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   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    3.10    6.70   10.30   13.90   17.50
 
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   0.045   0.046   0.054   0.104   0.140   0.161   0.169
Bottom        -0.000  -0.036  -0.037  -0.044  -0.085  -0.113  -0.131  -0.137
 
DL-Prec (DC)
Precast-top   -0.000   0.009   0.009   0.011   0.020   0.027   0.032   0.033
Bottom        -0.000  -0.007  -0.007  -0.009  -0.017  -0.022  -0.026  -0.027
 
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  -0.001  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.045   0.047   0.055   0.106   0.142   0.163   0.170
Bottom        -0.000  -0.037  -0.038  -0.045  -0.085  -0.115  -0.132  -0.138
 
DL-Comp (DC)
Topping-top   -0.000   0.005   0.005   0.006   0.011   0.015   0.017   0.018
Precast-top   -0.000   0.004   0.004   0.004   0.009   0.012   0.013   0.014
Bottom        -0.000  -0.010  -0.011  -0.012  -0.024  -0.032  -0.037  -0.038
 
DL-Comp (DW)
Topping-top   -0.000   0.002   0.002   0.003   0.005   0.007   0.008   0.008
Precast-top   -0.000   0.002   0.002   0.002   0.004   0.005   0.006   0.006
Bottom        -0.000  -0.005  -0.005  -0.006  -0.011  -0.014  -0.016  -0.017
 
LL+I(+)
Topping-top   -0.000   0.046   0.047   0.055   0.101   0.131   0.150   0.154
Precast-top   -0.000   0.035   0.036   0.042   0.077   0.099   0.114   0.117
Bottom        -0.000  -0.096  -0.099  -0.116  -0.212  -0.275  -0.314  -0.323
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.053   0.054   0.064   0.118   0.153   0.175   0.181 
Precast-top    0.011   0.205   0.210   0.235   0.387   0.493   0.557   0.577 
Bottom         0.172   0.820   0.814   0.780   0.577   0.439   0.354   0.329 
 

 
 
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    3.10    6.70   10.30   13.90   17.50
F_LL+I(+)
Topping-top   -0.000   0.043   0.045   0.053   0.100   0.133   0.150   0.153
Precast-top   -0.000   0.033   0.034   0.040   0.076   0.101   0.114   0.116
Bottom        -0.000  -0.091  -0.094  -0.111  -0.210  -0.278  -0.315  -0.320
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.047   0.049   0.057   0.108   0.144   0.163   0.166 
Precast-top    0.006   0.118   0.121   0.137   0.231   0.297   0.336   0.346 
Bottom         0.086   0.367   0.362   0.337   0.185   0.079   0.019   0.006 
 

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
    151.9    7.0   57.2    0.192   0.0   6.00e-3 50.0    144.2     0.601    1.360      0.32
      0.0    0.2   57.1     31.5 0.084      24.7 0.87    24.00     0.099    2.077 
Transfer:   3.00
    133.4    7.0   57.2    1.152   0.0   1.49e-3 34.2     84.8     0.204    1.296      0.00
    346.6    1.4   56.6    189.0 0.075      63.4 2.27    24.00     0.099    3.340 
Critical:   5.21
    116.9    7.0   57.2    1.298   0.0   0.04e-3 29.1      0.0     0.099    1.020      0.00
    611.4    1.6   56.5    189.0 0.066     130.0 4.65    24.00     0.099    3.804 
0.1L    :   3.60
    128.9    7.0   57.2    1.192   0.0   0.96e-3 32.4     65.2     0.146    1.118      0.00
    418.6    1.4   56.5    189.0 0.072      78.1 2.79    24.00     0.099    3.454 
0.2L    :   7.20
    104.6    7.0   57.2    1.428   0.0  -0.00e-3 29.0      0.0     0.099    0.400      0.00
    760.5    1.7   56.4    189.0 0.059     134.1 4.80    24.00     0.099    2.905 
0.3L    :  10.80
     82.4    7.0   57.2    1.665   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
    984.1    2.0   56.3    189.0 0.047     134.5 4.83    24.00     0.099    2.947 
0.4L    :  14.40
     62.9    7.0   57.2    1.736   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1114.3    2.1   56.2    189.0 0.036     134.6 4.84    24.00     0.099    3.866 
0.5L    :  18.00
     43.6    7.0   57.2    1.736   0.0  -0.02e-3 28.9      0.0     0.099    0.267      0.00
   1139.1    2.1   56.2    189.0 0.025     135.1 4.86    24.00     0.099    5.589 
0.6L    :  21.60
     62.9    7.0   57.2    1.736   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1114.3    2.1   56.2    189.0 0.036     134.6 4.84    24.00     0.099    3.866 
0.7L    :  25.20
     82.4    7.0   57.2    1.665   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
    984.1    2.0   56.3    189.0 0.047     134.5 4.83    24.00     0.099    2.947 
0.8L    :  28.80
    104.6    7.0   57.2    1.428   0.0  -0.00e-3 29.0      0.0     0.099    0.400      0.00
    760.5    1.7   56.4    189.0 0.059     134.1 4.80    24.00     0.099    2.905 
0.9L    :  32.40
    128.9    7.0   57.2    1.192   0.0   0.96e-3 32.4     65.2     0.146    1.118      0.00
    418.6    1.4   56.5    189.0 0.072      78.1 2.79    24.00     0.099    3.454 
Critical:  30.79
    116.9    7.0   57.2    1.298   0.0   0.04e-3 29.1      0.0     0.099    1.020      0.00
    611.4    1.6   56.5    189.0 0.066     130.0 4.65    24.00     0.099    3.804 
Transfer:  33.00
    133.4    7.0   57.2    1.152   0.0   1.49e-3 34.2     84.8     0.204    1.296      0.00
    346.6    1.4   56.6    189.0 0.075      63.4 2.27    24.00     0.099    3.340 
Bearing :  35.50
    151.9    7.0   57.2    0.192   0.0   6.00e-3 50.0    144.2     0.601    1.360      0.32
      0.0    0.2   57.1     31.5 0.084      24.7 0.87    24.00     0.099    2.077 
 

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
    151.9      2.95     57.25    0.23       57.13    24.00      0.160      0.585      0.000      0.533 
Transfer:      2.50
    133.4      2.62     57.25    1.38       56.56    24.00      0.160      0.473      0.000      0.533 
Critical:      4.71
    117.0      2.30     57.25    1.55       56.47    24.00      0.160      0.367      0.000      0.400 
0.1L    :      3.10
    128.9      2.53     57.25    1.43       56.54    24.00      0.160      0.445      0.000      0.457 
0.2L    :      6.70
    104.6      2.06     57.25    1.71       56.40    24.00      0.160      0.287      0.000      0.400 
0.3L    :     10.30
     82.4      1.63     57.25    1.99       56.26    24.00      0.160      0.143      0.000      0.267 
0.4L    :     13.90
     62.9      1.24     57.25    2.07       56.21    24.00      0.160      0.014      0.000      0.267 
0.5L    :     17.50
     43.6      0.86     57.25    2.07       56.21    24.00      0.160      0.000      0.000      0.267 
0.6L    :     21.10
     62.9      1.24     57.25    2.07       56.21    24.00      0.160      0.014      0.000      0.267 
0.7L    :     24.70
     82.4      1.63     57.25    1.99       56.26    24.00      0.160      0.143      0.000      0.267 
0.8L    :     28.30
    104.6      2.06     57.25    1.71       56.40    24.00      0.160      0.287      0.000      0.400 
0.9L    :     31.90
    128.9      2.53     57.25    1.43       56.54    24.00      0.160      0.445      0.000      0.457 
Critical:     30.29
    117.0      2.30     57.25    1.55       56.47    24.00      0.160      0.367      0.000      0.400 
Transfer:     32.50
    133.4      2.62     57.25    1.38       56.56    24.00      0.160      0.473      0.000      0.533 
Bearing :     35.00
    151.9      2.95     57.25    0.23       57.13    24.00      0.160      0.585      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 = 3.10 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                       -0.007  2.30     -0.016
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.003
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.70 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.014  2.30     -0.032
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.30 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                       -0.020  2.30     -0.045
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.90 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                       -0.023  2.30     -0.053
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
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 0.5 x L = 17.50 ft
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.024  2.30     -0.056
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     -0.006
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 21.10 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                       -0.023  2.30     -0.053
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
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 0.7 x L = 24.70 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                       -0.020  2.30     -0.045
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.003  3.00     -0.010
DL-Comp. (DW)  :                       -0.001  3.00     -0.004
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 28.30 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                       -0.014  2.30     -0.032
DL-Prec. (DC)  :                       -0.003  3.00     -0.008
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.90 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                       -0.007  2.30     -0.016
DL-Prec. (DC)  :                       -0.001  3.00     -0.004
Diaphragm      :                       -0.000  3.00     -0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.001  3.00     -0.003
DL-Comp. (DW)  :                       -0.001  3.00     -0.002
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
   345.5    47.9  1.440  267.4    1.6   1.38   1517.0  0.108T 1.00       -       -     -     -  
H/2     :   2.59
   357.2    47.9  1.448  267.4    1.6   1.39   1524.9  0.108T 1.00       -       -     -     -  
0.1L    :   3.10
   418.6    47.9  1.490  267.4    1.7   1.43   1567.6  0.105T 1.00       -       -     -     -  
0.2L    :   6.70
   777.7    47.9  1.785  266.8    2.0   1.71   1869.7  0.087T 1.00       -       -     -     -  
0.3L    :  10.30
  1018.0    47.9  2.081  266.3    2.3   1.99   2168.9  0.074T 1.00       -       -     -     -  
0.4L    :  13.90
  1165.8    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00   2204.1  1550.5    1.02    -  
0.5L    :  17.50
  1205.9    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00   2198.4  1603.8    1.03    -  
0.6L    :  21.10
  1165.8    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00   2204.1  1550.5    1.02    -  
0.7L    :  24.70
  1018.0    47.9  2.081  266.3    2.3   1.99   2168.9  0.074T 1.00       -       -     -     -  
0.8L    :  28.30
   777.7    47.9  1.785  266.8    2.0   1.71   1869.7  0.087T 1.00       -       -     -     -  
0.9L    :  31.90
   418.6    47.9  1.490  267.4    1.7   1.43   1567.6  0.105T 1.00       -       -     -     -  
H/2     :  32.41
   357.2    47.9  1.448  267.4    1.6   1.39   1524.9  0.108T 1.00       -       -     -     -  
Transfer:  32.50
   345.5    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    -0.075
        M   2.00 Fb     0.297
 
  2   2 E  51.50 Ft     0.376
        M  51.50 Fb     0.168
 
  3   2 E  10.00 Ft     0.340
        M  10.00 Fb     0.433
 
  4   2 E   6.00 Ft     0.258
        M   6.00 Fb     0.736
 
  5   2 E   2.00 Ft     0.128
        M   2.00 Fb     1.078
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 36.00            Release Length, ft: 36.00
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:  2.74 %               Final losses: 11.56 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.078     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.128       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     1205.89     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   0.219     Midspan    1.800   0.026     Midspan
    Pre.Top:   3.000   0.607     Midspan    2.250   0.460     Midspan
    Pre.Bot:   3.000   0.796    Transfer    2.250   0.916    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   0.346     Midspan
    Pre.Bot:                                                             2.000   0.367    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.024  2.30     -0.056
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     -0.006
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   35.00
     DC  Line       0.070      0.00       0.070   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.000 ft
Release length = 36.000 ft
Design  length = 35.000 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)  : 0.835   (Calculated)    
Live Moment (1  lane  loaded)  : 0.644   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.950   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.796   (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     3.10     6.70    10.30    13.90    17.50
 
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)   =      0.069 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)       
---------------------------------------------------------------------------------------------
       360.000         740 266.400      5.914 23951.303  -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#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      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      8.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       8.9793     27.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      27.0207     32.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      30.4902     31.4902     No
      2      US#4[M13]       60.00        0.40      10.50      32.0207     32.8957    Yes
      2      US#5[M16]       60.00        0.62      11.25      31.4902     32.4370     No
      2      US#5[M16]       60.00        0.62       9.75      32.4370     33.2500     No
      2      US#5[M16]       60.00        0.62       9.00      33.2500     35.5000     No
      2      US#5[M16]       60.00        0.62       0.00      35.8750     35.8750     No
      2      US#4[M13]       60.00        0.40       9.00      32.8957     35.8957    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 32.0000 36.0000       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     **     5.36 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.765 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.46 ksi    0.00 ksi
    due to Composite Loads                                 -0.24 ksi    0.00 ksi
    due to Live Loads                                      -1.47 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                  5.36 ksi  ( 2.74 %)            17.19 ksi ( 8.77 %)
Total Prestress Losses                                    22.55 ksi (11.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
Deck +    : M       0.0    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   151.6   156.7   183.4   336.4   435.6   497.3   512.1
            V      77.4    68.5    68.2    66.4    55.1    45.0    36.5    28.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.4    68.5    68.2    66.4    55.4    45.8    38.1    30.7
            M      -0.0   152.3   157.3   183.4   325.8   414.8   465.7   471.2
Total     : M+      0.0   229.6   237.4   278.3   518.4   680.1   779.5   807.2
            V     111.0    97.3    96.8    94.1    75.9    58.9    43.5    28.1
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   111.0    97.3    96.8    94.1    76.1    59.7    45.2    30.8
            M      -0.0   230.3   238.0   278.3   507.9   659.3   747.9   766.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     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
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
Diaphragm : M       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    497.3   435.6   336.4   183.4   156.7   151.6     0.0
            V      36.5    45.0    55.1    66.4    68.2    68.5    77.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.1    45.8    55.4    66.4    68.2    68.5    77.4
            M     465.7   414.8   325.8   183.4   157.3   152.3     0.0
Total     : M+    779.5   680.1   518.4   278.3   237.4   229.6     0.0
            V      43.5    58.9    75.9    94.1    96.8    97.3   111.0
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    45.2    59.7    76.1    94.1    96.8    97.3   111.0
            M     747.9   659.3   507.9   278.3   238.0   230.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            12.9             12.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.4              1.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           11.5             11.5
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
Deck +    : M       0.0    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   121.3   125.4   146.7   269.1   348.5   397.9   409.7
            V      61.9    54.8    54.6    53.1    44.1    36.0    29.2    22.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.9    54.8    54.6    53.1    44.3    36.7    30.5    24.5
            M      -0.0   121.8   125.8   146.7   260.6   331.9   372.6   377.0
Total     : M+      0.0   199.3   206.0   241.6   451.2   593.0   680.0   704.8
            V      95.5    83.6    83.2    80.8    64.9    49.9    36.2    22.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.5    83.6    83.2    80.8    65.1    50.6    37.5    24.7
            M      -0.0   199.8   206.5   241.6   442.7   576.4   654.8   672.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     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
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
Diaphragm : M       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    397.9   348.5   269.1   146.7   125.4   121.3     0.0
            V      29.2    36.0    44.1    53.1    54.6    54.8    61.9
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    30.5    36.7    44.3    53.1    54.6    54.8    61.9
            M     372.6   331.9   260.6   146.7   125.8   121.8     0.0
Total     : M+    680.0   593.0   451.2   241.6   206.0   199.3     0.0
            V      36.2    49.9    64.9    80.8    83.2    83.6    95.5
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    37.5    50.6    65.1    80.8    83.2    83.6    95.5
            M     654.8   576.4   442.7   241.6   206.5   199.8     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    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    33.8    35.0    41.1    78.8   105.8   122.0   127.3
(Max)       V      14.6    12.5    12.4    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    24.3    25.2    29.6    56.8    76.2    87.8    91.7
(Min)       V      10.5     9.0     8.9     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     4.1     4.2     5.0     9.5    12.8    14.7    15.4
DC(Max)     V       1.8     1.5     1.5     1.4     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     2.9     3.0     3.6     6.9     9.2    10.6    11.1
DC(Min)     V       1.3     1.1     1.1     1.0     0.8     0.5     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    37.4    38.7    45.5    87.3   117.2   135.1   141.1
Haunch (Max)V      16.1    13.8    13.7    13.3     9.9     6.6     3.3     0.0
Deck +    : M       0.0    26.9    27.9    32.8    62.9    84.4    97.3   101.6
Haunch (Min)V      11.6     9.9     9.9     9.6     7.2     4.8     2.4     0.0
Diaphragm : M       0.0     0.4     0.5     0.6     1.2     1.8     2.5     3.1
(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     0.4     0.9     1.3     1.8     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.0    15.5    18.3    35.1    47.1    54.3    56.7
DC(Max)     V       6.5     5.6     5.5     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.8    11.2    13.2    25.3    33.9    39.1    40.8
DC(Min)     V       4.7     4.0     4.0     3.8     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     8.0     8.3     9.8    18.8    25.2    29.0    30.3
DW(Max)     V       3.5     3.0     3.0     2.9     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.5     3.6     4.2     8.1    10.9    12.6    13.1
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   265.4   274.2   320.9   588.6   762.3   870.3   896.2
            V     135.4   119.9   119.3   116.2    96.4    78.8    63.9    49.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   135.4   119.9   119.3   116.2    96.9    80.2    66.8    53.6
            M      -0.0   266.5   275.3   320.9   570.1   726.0   815.1   824.6
Total     : M+      0.0   364.2   376.5   441.2   819.4  1072.1  1227.8  1270.1
            V     178.0   156.4   155.6   151.3   122.8    96.4    72.8    49.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.0   156.4   155.6   151.3   123.2    97.8    75.6    53.8
            M      -0.0   365.3   377.5   441.2   800.9  1035.8  1172.6  1198.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M     122.0   105.8    78.8    41.1    35.0    33.8     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.4    12.5    14.6
Self wt.  : M      87.8    76.2    56.8    29.6    25.2    24.3     0.0
(Min)       V       2.2     4.3     6.5     8.6     8.9     9.0    10.5
DL-Prec.  : M      14.7    12.8     9.5     5.0     4.2     4.1     0.0
DC(Max)     V       0.4     0.7     1.1     1.4     1.5     1.5     1.8
DL-Prec.  : M      10.6     9.2     6.9     3.6     3.0     2.9     0.0
DC(Min)     V       0.3     0.5     0.8     1.0     1.1     1.1     1.3
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     135.1   117.2    87.3    45.5    38.7    37.4     0.0
Haunch (Max)V       3.3     6.6     9.9    13.3    13.7    13.8    16.1
Deck +    : M      97.3    84.4    62.9    32.8    27.9    26.9     0.0
Haunch (Min)V       2.4     4.8     7.2     9.6     9.9     9.9    11.6
Diaphragm : M       2.5     1.8     1.2     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       1.8     1.3     0.9     0.4     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      54.3    47.1    35.1    18.3    15.5    15.0     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     5.5     5.6     6.5
DL-Comp   : M      39.1    33.9    25.3    13.2    11.2    10.8     0.0
DC(Min)     V       1.0     1.9     2.9     3.8     4.0     4.0     4.7
DL-Comp   : M      29.0    25.2    18.8     9.8     8.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.9     3.0     3.0     3.5
DL-Comp   : M      12.6    10.9     8.1     4.2     3.6     3.5     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    870.3   762.3   588.6   320.9   274.2   265.4     0.0
            V      63.9    78.8    96.4   116.2   119.3   119.9   135.4
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    66.8    80.2    96.9   116.2   119.3   119.9   135.4
            M     815.1   726.0   570.1   320.9   275.3   266.5     0.0
Total     : M+   1227.8  1072.1   819.4   441.2   376.5   364.2     0.0
            V      72.8    96.4   122.8   151.3   155.6   156.4   178.0
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    75.6    97.8   123.2   151.3   155.6   156.4   178.0
            M    1172.6  1035.8   800.9   441.2   377.5   365.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.6             14.6
Deck+Haunch            16.1             16.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           17.3             17.3
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
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    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     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     0.4     1.0     1.5     2.0     2.5
(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    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     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     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     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   108.4   112.1   131.7   249.9   330.8   374.5   380.8
            V      58.9    53.8    53.6    52.5    46.1    39.7    33.3    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    58.9    53.8    53.6    52.5    46.1    39.7    33.3    26.9
            M       0.0   108.4   112.1   131.7   249.9   330.8   374.5   380.8
Total     : M+      0.0   186.3   192.7   226.6   432.0   575.4   656.6   675.8
            V      92.5    82.6    82.2    80.2    66.9    53.6    40.3    27.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.5    82.6    82.2    80.2    66.9    53.6    40.3    27.0
            M       0.0   186.3   192.7   226.6   432.0   575.4   656.6   675.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     1.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
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       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
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      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    374.5   330.8   249.9   131.7   112.1   108.4     0.0
            V      33.3    39.7    46.1    52.5    53.6    53.8    58.9
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    33.3    39.7    46.1    52.5    53.6    53.8    58.9
            M     374.5   330.8   249.9   131.7   112.1   108.4     0.0
Total     : M+    656.6   575.4   432.0   226.6   192.7   186.3     0.0
            V      40.3    53.6    66.9    80.2    82.2    82.6    92.5
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    40.3    53.6    66.9    80.2    82.2    82.6    92.5
            M     656.6   575.4   432.0   226.6   192.7   186.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 


 
 
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    3.10    6.70   10.30   13.90   17.50
 
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   0.007   0.007   0.008   0.015   0.021   0.024   0.025 
Precast-top    0.011   0.172   0.175   0.194   0.312   0.396   0.447   0.465 
Bottom         0.172   0.915   0.912   0.894   0.787   0.711   0.664   0.648 
 

 
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    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   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    3.10    6.70   10.30   13.90   17.50
 
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    3.10    6.70   10.30   13.90   17.50
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   0.054   0.102   0.135   0.153   0.156 
Precast-top    0.006   0.116   0.119   0.134   0.226   0.291   0.329   0.339 
Bottom         0.086   0.367   0.362   0.337   0.185   0.079   0.019   0.006 
 

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
    178.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    173.1     0.722    1.360      0.52
      0.0    0.2   57.1     31.5 0.099      24.7 0.87    24.00     0.099    1.774 
Transfer:   3.00
    156.4    7.0   57.2    1.151   0.0   2.91e-3 39.2    131.5     0.379    1.296      0.00
    365.3    1.3   56.6    189.0 0.088      42.3 1.51    24.00     0.099    2.835 
Critical:   5.21
    137.3    7.0   57.2    1.297   0.0   0.80e-3 31.8     68.6     0.150    1.020      0.00
    644.9    1.4   56.5    189.0 0.077      83.9 3.00    24.00     0.099    3.243 
0.1L    :   3.60
    151.3    7.0   57.2    1.190   0.0   2.29e-3 37.0    118.5     0.316    1.118      0.00
    441.2    1.3   56.6    189.0 0.085      49.5 1.77    24.00     0.099    2.794 
0.2L    :   7.20
    123.2    7.0   57.2    1.427   0.0   0.58e-3 31.0     43.6     0.099    0.400      0.00
    800.9    1.6   56.5    189.0 0.069      93.3 3.34    24.00     0.099    2.052 
0.3L    :  10.80
     97.8    7.0   57.2    1.663   0.0   0.09e-3 29.3      0.0     0.099    0.267      0.00
   1035.8    1.8   56.3    189.0 0.055     125.7 4.51    24.00     0.099    2.388 
0.4L    :  14.40
     75.6    7.0   57.2    1.736   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1172.6    1.9   56.3    189.0 0.043     133.8 4.80    24.00     0.099    3.204 
0.5L    :  18.00
     53.8    7.0   57.2    1.736   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1198.5    1.9   56.3    189.0 0.030     134.4 4.83    24.00     0.099    4.515 
0.6L    :  21.60
     75.6    7.0   57.2    1.736   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1172.6    1.9   56.3    189.0 0.043     133.8 4.80    24.00     0.099    3.204 
0.7L    :  25.20
     97.8    7.0   57.2    1.663   0.0   0.09e-3 29.3      0.0     0.099    0.267      0.00
   1035.8    1.8   56.3    189.0 0.055     125.7 4.51    24.00     0.099    2.388 
0.8L    :  28.80
    123.2    7.0   57.2    1.427   0.0   0.58e-3 31.0     43.6     0.099    0.400      0.00
    800.9    1.6   56.5    189.0 0.069      93.3 3.34    24.00     0.099    2.052 
0.9L    :  32.40
    151.3    7.0   57.2    1.190   0.0   2.29e-3 37.0    118.5     0.316    1.118      0.00
    441.2    1.3   56.6    189.0 0.085      49.5 1.77    24.00     0.099    2.794 
Critical:  30.79
    137.3    7.0   57.2    1.297   0.0   0.80e-3 31.8     68.6     0.150    1.020      0.00
    644.9    1.4   56.5    189.0 0.077      83.9 3.00    24.00     0.099    3.243 
Transfer:  33.00
    156.4    7.0   57.2    1.151   0.0   2.91e-3 39.2    131.5     0.379    1.296      0.00
    365.3    1.3   56.6    189.0 0.088      42.3 1.51    24.00     0.099    2.835 
Bearing :  35.50
    178.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    173.1     0.722    1.360      0.52
      0.0    0.2   57.1     31.5 0.099      24.7 0.87    24.00     0.099    1.774 
 

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
    178.0      3.46     57.25    0.21       57.14    24.00      0.160      0.754      0.000      0.533 
Transfer:      2.50
    156.4      3.07     57.25    1.26       56.62    24.00      0.160      0.623      0.000      0.533 
Critical:      4.71
    137.4      2.70     57.25    1.42       56.54    24.00      0.160      0.500      0.000      0.400 
0.1L    :      3.10
    151.3      2.97     57.25    1.30       56.60    24.00      0.160      0.590      0.000      0.457 
0.2L    :      6.70
    123.2      2.42     57.25    1.56       56.47    24.00      0.160      0.408      0.000      0.400 
0.3L    :     10.30
     97.8      1.93     57.25    1.81       56.34    24.00      0.160      0.243      0.000      0.267 
0.4L    :     13.90
     75.6      1.49     57.25    1.89       56.31    24.00      0.160      0.098      0.000      0.267 
0.5L    :     17.50
     53.8      1.06     57.25    1.89       56.31    24.00      0.160      0.000      0.000      0.267 
0.6L    :     21.10
     75.6      1.49     57.25    1.89       56.31    24.00      0.160      0.098      0.000      0.267 
0.7L    :     24.70
     97.8      1.93     57.25    1.81       56.34    24.00      0.160      0.243      0.000      0.267 
0.8L    :     28.30
    123.2      2.42     57.25    1.56       56.47    24.00      0.160      0.408      0.000      0.400 
0.9L    :     31.90
    151.3      2.97     57.25    1.30       56.60    24.00      0.160      0.590      0.000      0.457 
Critical:     30.29
    137.4      2.70     57.25    1.42       56.54    24.00      0.160      0.500      0.000      0.400 
Transfer:     32.50
    156.4      3.07     57.25    1.26       56.62    24.00      0.160      0.623      0.000      0.533 
Bearing :     35.00
    178.0      3.46     57.25    0.21       57.14    24.00      0.160      0.754      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 = 3.10 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.030            0.054            0.064
 
At 0.2 x L = 6.70 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.095            0.114
 
At 0.3 x L = 10.30 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.069            0.123            0.148
 
At 0.4 x L = 13.90 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.079            0.140            0.168
 
At 0.5 x L = 17.50 ft
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.082            0.146            0.174
 
At 0.6 x L = 21.10 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.079            0.140            0.168
 
At 0.7 x L = 24.70 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.069            0.123            0.148
 
At 0.8 x L = 28.30 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.095            0.114
 
At 0.9 x L = 31.90 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.030            0.054            0.064
 

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
   364.2    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 1.00       -       -     -     -  
H/2     :   2.59
   376.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
0.1L    :   3.10
   441.2    47.9  1.488  267.6    1.5   1.30   1569.2  0.115T 1.00       -       -     -     -  
0.2L    :   6.70
   819.4    47.9  1.783  267.1    1.8   1.56   1872.7  0.096T 1.00       -       -     -     -  
0.3L    :  10.30
  1072.1    47.9  2.079  266.6    2.1   1.81   2173.4  0.082T 1.00       -       -     -     -  
0.4L    :  13.90
  1227.8    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    894.6   894.6    2.53    -  
0.5L    :  17.50
  1270.1    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    888.5   888.5    2.55    -  
0.6L    :  21.10
  1227.8    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    894.6   894.6    2.53    -  
0.7L    :  24.70
  1072.1    47.9  2.079  266.6    2.1   1.81   2173.4  0.082T 1.00       -       -     -     -  
0.8L    :  28.30
   819.4    47.9  1.783  267.1    1.8   1.56   1872.7  0.096T 1.00       -       -     -     -  
0.9L    :  31.90
   441.2    47.9  1.488  267.6    1.5   1.30   1569.2  0.115T 1.00       -       -     -     -  
H/2     :  32.41
   376.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
Transfer:  32.50
   364.2    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    -0.075
        M   2.00 Fb     0.297
 
  2   2 E  51.50 Ft     0.376
        M  51.50 Fb     0.168
 
  3   2 E  10.00 Ft     0.340
        M  10.00 Fb     0.433
 
  4   2 E   6.00 Ft     0.258
        M   6.00 Fb     0.736
 
  5   2 E   2.00 Ft     0.128
        M   2.00 Fb     1.078
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 36.00            Release Length, ft: 36.00
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:  2.74 %               Final losses: 11.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.078     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.128       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     1270.08     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   0.025     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.465     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.915    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   0.339     Midspan
    Pre.Bot:                                                             2.000   0.367    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.082            0.146            0.174
 
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   35.00
     DC  Line       0.070      0.00       0.070   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.000 ft
Release length = 36.000 ft
Design  length = 35.000 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)  : 0.835   (Calculated)    
Live Moment (1  lane  loaded)  : 0.644   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.950   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.796   (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     3.10     6.70    10.30    13.90    17.50
 
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)   =      0.069 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)       
---------------------------------------------------------------------------------------------
       360.000         740 266.400      5.914 23951.303  -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#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      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      8.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       8.9793     27.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      27.0207     32.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      30.4902     31.4902     No
      2      US#4[M13]       60.00        0.40      10.50      32.0207     32.8957    Yes
      2      US#5[M16]       60.00        0.62      11.25      31.4902     32.4370     No
      2      US#5[M16]       60.00        0.62       9.75      32.4370     33.2500     No
      2      US#5[M16]       60.00        0.62       9.00      33.2500     35.5000     No
      2      US#5[M16]       60.00        0.62       0.00      35.8750     35.8750     No
      2      US#4[M13]       60.00        0.40       9.00      32.8957     35.8957    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 32.0000 36.0000       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     **     5.36 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.765 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.46 ksi    0.00 ksi
    due to Composite Loads                                 -0.24 ksi    0.00 ksi
    due to Live Loads                                      -1.47 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                  5.36 ksi  ( 2.74 %)            17.19 ksi ( 8.77 %)
Total Prestress Losses                                    22.55 ksi (11.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
Deck +    : M       0.0    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   151.6   156.7   183.4   336.4   435.6   497.3   512.1
            V      77.4    68.5    68.2    66.4    55.1    45.0    36.5    28.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.4    68.5    68.2    66.4    55.4    45.8    38.1    30.7
            M      -0.0   152.3   157.3   183.4   325.8   414.8   465.7   471.2
Total     : M+      0.0   229.6   237.4   278.3   518.4   680.1   779.5   807.2
            V     111.0    97.3    96.8    94.1    75.9    58.9    43.5    28.1
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   111.0    97.3    96.8    94.1    76.1    59.7    45.2    30.8
            M      -0.0   230.3   238.0   278.3   507.9   659.3   747.9   766.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     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
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
Diaphragm : M       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    497.3   435.6   336.4   183.4   156.7   151.6     0.0
            V      36.5    45.0    55.1    66.4    68.2    68.5    77.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.1    45.8    55.4    66.4    68.2    68.5    77.4
            M     465.7   414.8   325.8   183.4   157.3   152.3     0.0
Total     : M+    779.5   680.1   518.4   278.3   237.4   229.6     0.0
            V      43.5    58.9    75.9    94.1    96.8    97.3   111.0
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    45.2    59.7    76.1    94.1    96.8    97.3   111.0
            M     747.9   659.3   507.9   278.3   238.0   230.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            12.9             12.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.4              1.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           11.5             11.5
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
Deck +    : M       0.0    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   121.3   125.4   146.7   269.1   348.5   397.9   409.7
            V      61.9    54.8    54.6    53.1    44.1    36.0    29.2    22.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.9    54.8    54.6    53.1    44.3    36.7    30.5    24.5
            M      -0.0   121.8   125.8   146.7   260.6   331.9   372.6   377.0
Total     : M+      0.0   199.3   206.0   241.6   451.2   593.0   680.0   704.8
            V      95.5    83.6    83.2    80.8    64.9    49.9    36.2    22.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.5    83.6    83.2    80.8    65.1    50.6    37.5    24.7
            M      -0.0   199.8   206.5   241.6   442.7   576.4   654.8   672.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     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
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
Diaphragm : M       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    397.9   348.5   269.1   146.7   125.4   121.3     0.0
            V      29.2    36.0    44.1    53.1    54.6    54.8    61.9
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    30.5    36.7    44.3    53.1    54.6    54.8    61.9
            M     372.6   331.9   260.6   146.7   125.8   121.8     0.0
Total     : M+    680.0   593.0   451.2   241.6   206.0   199.3     0.0
            V      36.2    49.9    64.9    80.8    83.2    83.6    95.5
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    37.5    50.6    65.1    80.8    83.2    83.6    95.5
            M     654.8   576.4   442.7   241.6   206.5   199.8     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    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    33.8    35.0    41.1    78.8   105.8   122.0   127.3
(Max)       V      14.6    12.5    12.4    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    24.3    25.2    29.6    56.8    76.2    87.8    91.7
(Min)       V      10.5     9.0     8.9     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     4.1     4.2     5.0     9.5    12.8    14.7    15.4
DC(Max)     V       1.8     1.5     1.5     1.4     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     2.9     3.0     3.6     6.9     9.2    10.6    11.1
DC(Min)     V       1.3     1.1     1.1     1.0     0.8     0.5     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    37.4    38.7    45.5    87.3   117.2   135.1   141.1
Haunch (Max)V      16.1    13.8    13.7    13.3     9.9     6.6     3.3     0.0
Deck +    : M       0.0    26.9    27.9    32.8    62.9    84.4    97.3   101.6
Haunch (Min)V      11.6     9.9     9.9     9.6     7.2     4.8     2.4     0.0
Diaphragm : M       0.0     0.4     0.5     0.6     1.2     1.8     2.5     3.1
(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     0.4     0.9     1.3     1.8     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.0    15.5    18.3    35.1    47.1    54.3    56.7
DC(Max)     V       6.5     5.6     5.5     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.8    11.2    13.2    25.3    33.9    39.1    40.8
DC(Min)     V       4.7     4.0     4.0     3.8     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     8.0     8.3     9.8    18.8    25.2    29.0    30.3
DW(Max)     V       3.5     3.0     3.0     2.9     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.5     3.6     4.2     8.1    10.9    12.6    13.1
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   265.4   274.2   320.9   588.6   762.3   870.3   896.2
            V     135.4   119.9   119.3   116.2    96.4    78.8    63.9    49.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   135.4   119.9   119.3   116.2    96.9    80.2    66.8    53.6
            M      -0.0   266.5   275.3   320.9   570.1   726.0   815.1   824.6
Total     : M+      0.0   364.2   376.5   441.2   819.4  1072.1  1227.8  1270.1
            V     178.0   156.4   155.6   151.3   122.8    96.4    72.8    49.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.0   156.4   155.6   151.3   123.2    97.8    75.6    53.8
            M      -0.0   365.3   377.5   441.2   800.9  1035.8  1172.6  1198.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M     122.0   105.8    78.8    41.1    35.0    33.8     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.4    12.5    14.6
Self wt.  : M      87.8    76.2    56.8    29.6    25.2    24.3     0.0
(Min)       V       2.2     4.3     6.5     8.6     8.9     9.0    10.5
DL-Prec.  : M      14.7    12.8     9.5     5.0     4.2     4.1     0.0
DC(Max)     V       0.4     0.7     1.1     1.4     1.5     1.5     1.8
DL-Prec.  : M      10.6     9.2     6.9     3.6     3.0     2.9     0.0
DC(Min)     V       0.3     0.5     0.8     1.0     1.1     1.1     1.3
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     135.1   117.2    87.3    45.5    38.7    37.4     0.0
Haunch (Max)V       3.3     6.6     9.9    13.3    13.7    13.8    16.1
Deck +    : M      97.3    84.4    62.9    32.8    27.9    26.9     0.0
Haunch (Min)V       2.4     4.8     7.2     9.6     9.9     9.9    11.6
Diaphragm : M       2.5     1.8     1.2     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       1.8     1.3     0.9     0.4     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      54.3    47.1    35.1    18.3    15.5    15.0     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     5.5     5.6     6.5
DL-Comp   : M      39.1    33.9    25.3    13.2    11.2    10.8     0.0
DC(Min)     V       1.0     1.9     2.9     3.8     4.0     4.0     4.7
DL-Comp   : M      29.0    25.2    18.8     9.8     8.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.9     3.0     3.0     3.5
DL-Comp   : M      12.6    10.9     8.1     4.2     3.6     3.5     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    870.3   762.3   588.6   320.9   274.2   265.4     0.0
            V      63.9    78.8    96.4   116.2   119.3   119.9   135.4
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    66.8    80.2    96.9   116.2   119.3   119.9   135.4
            M     815.1   726.0   570.1   320.9   275.3   266.5     0.0
Total     : M+   1227.8  1072.1   819.4   441.2   376.5   364.2     0.0
            V      72.8    96.4   122.8   151.3   155.6   156.4   178.0
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    75.6    97.8   123.2   151.3   155.6   156.4   178.0
            M    1172.6  1035.8   800.9   441.2   377.5   365.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.6             14.6
Deck+Haunch            16.1             16.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           17.3             17.3
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
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    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     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     0.4     1.0     1.5     2.0     2.5
(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    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     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     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     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   108.4   112.1   131.7   249.9   330.8   374.5   380.8
            V      58.9    53.8    53.6    52.5    46.1    39.7    33.3    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    58.9    53.8    53.6    52.5    46.1    39.7    33.3    26.9
            M       0.0   108.4   112.1   131.7   249.9   330.8   374.5   380.8
Total     : M+      0.0   186.3   192.7   226.6   432.0   575.4   656.6   675.8
            V      92.5    82.6    82.2    80.2    66.9    53.6    40.3    27.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.5    82.6    82.2    80.2    66.9    53.6    40.3    27.0
            M       0.0   186.3   192.7   226.6   432.0   575.4   656.6   675.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     1.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
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       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
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      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    374.5   330.8   249.9   131.7   112.1   108.4     0.0
            V      33.3    39.7    46.1    52.5    53.6    53.8    58.9
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    33.3    39.7    46.1    52.5    53.6    53.8    58.9
            M     374.5   330.8   249.9   131.7   112.1   108.4     0.0
Total     : M+    656.6   575.4   432.0   226.6   192.7   186.3     0.0
            V      40.3    53.6    66.9    80.2    82.2    82.6    92.5
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    40.3    53.6    66.9    80.2    82.2    82.6    92.5
            M     656.6   575.4   432.0   226.6   192.7   186.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 


 
 
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    3.10    6.70   10.30   13.90   17.50
 
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   0.007   0.007   0.008   0.015   0.021   0.024   0.025 
Precast-top    0.011   0.172   0.175   0.194   0.312   0.396   0.447   0.465 
Bottom         0.172   0.915   0.912   0.894   0.787   0.711   0.664   0.648 
 

 
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    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   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    3.10    6.70   10.30   13.90   17.50
 
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    3.10    6.70   10.30   13.90   17.50
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   0.054   0.102   0.135   0.153   0.156 
Precast-top    0.006   0.116   0.119   0.134   0.226   0.291   0.329   0.339 
Bottom         0.086   0.367   0.362   0.337   0.185   0.079   0.019   0.006 
 

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
    178.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    173.1     0.722    1.360      0.52
      0.0    0.2   57.1     31.5 0.099      24.7 0.87    24.00     0.099    1.774 
Transfer:   3.00
    156.4    7.0   57.2    1.151   0.0   2.91e-3 39.2    131.5     0.379    1.296      0.00
    365.3    1.3   56.6    189.0 0.088      42.3 1.51    24.00     0.099    2.835 
Critical:   5.21
    137.3    7.0   57.2    1.297   0.0   0.80e-3 31.8     68.6     0.150    1.020      0.00
    644.9    1.4   56.5    189.0 0.077      83.9 3.00    24.00     0.099    3.243 
0.1L    :   3.60
    151.3    7.0   57.2    1.190   0.0   2.29e-3 37.0    118.5     0.316    1.118      0.00
    441.2    1.3   56.6    189.0 0.085      49.5 1.77    24.00     0.099    2.794 
0.2L    :   7.20
    123.2    7.0   57.2    1.427   0.0   0.58e-3 31.0     43.6     0.099    0.400      0.00
    800.9    1.6   56.5    189.0 0.069      93.3 3.34    24.00     0.099    2.052 
0.3L    :  10.80
     97.8    7.0   57.2    1.663   0.0   0.09e-3 29.3      0.0     0.099    0.267      0.00
   1035.8    1.8   56.3    189.0 0.055     125.7 4.51    24.00     0.099    2.388 
0.4L    :  14.40
     75.6    7.0   57.2    1.736   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1172.6    1.9   56.3    189.0 0.043     133.8 4.80    24.00     0.099    3.204 
0.5L    :  18.00
     53.8    7.0   57.2    1.736   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1198.5    1.9   56.3    189.0 0.030     134.4 4.83    24.00     0.099    4.515 
0.6L    :  21.60
     75.6    7.0   57.2    1.736   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1172.6    1.9   56.3    189.0 0.043     133.8 4.80    24.00     0.099    3.204 
0.7L    :  25.20
     97.8    7.0   57.2    1.663   0.0   0.09e-3 29.3      0.0     0.099    0.267      0.00
   1035.8    1.8   56.3    189.0 0.055     125.7 4.51    24.00     0.099    2.388 
0.8L    :  28.80
    123.2    7.0   57.2    1.427   0.0   0.58e-3 31.0     43.6     0.099    0.400      0.00
    800.9    1.6   56.5    189.0 0.069      93.3 3.34    24.00     0.099    2.052 
0.9L    :  32.40
    151.3    7.0   57.2    1.190   0.0   2.29e-3 37.0    118.5     0.316    1.118      0.00
    441.2    1.3   56.6    189.0 0.085      49.5 1.77    24.00     0.099    2.794 
Critical:  30.79
    137.3    7.0   57.2    1.297   0.0   0.80e-3 31.8     68.6     0.150    1.020      0.00
    644.9    1.4   56.5    189.0 0.077      83.9 3.00    24.00     0.099    3.243 
Transfer:  33.00
    156.4    7.0   57.2    1.151   0.0   2.91e-3 39.2    131.5     0.379    1.296      0.00
    365.3    1.3   56.6    189.0 0.088      42.3 1.51    24.00     0.099    2.835 
Bearing :  35.50
    178.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    173.1     0.722    1.360      0.52
      0.0    0.2   57.1     31.5 0.099      24.7 0.87    24.00     0.099    1.774 
 

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
    178.0      3.46     57.25    0.21       57.14    24.00      0.160      0.754      0.000      0.533 
Transfer:      2.50
    156.4      3.07     57.25    1.26       56.62    24.00      0.160      0.623      0.000      0.533 
Critical:      4.71
    137.4      2.70     57.25    1.42       56.54    24.00      0.160      0.500      0.000      0.400 
0.1L    :      3.10
    151.3      2.97     57.25    1.30       56.60    24.00      0.160      0.590      0.000      0.457 
0.2L    :      6.70
    123.2      2.42     57.25    1.56       56.47    24.00      0.160      0.408      0.000      0.400 
0.3L    :     10.30
     97.8      1.93     57.25    1.81       56.34    24.00      0.160      0.243      0.000      0.267 
0.4L    :     13.90
     75.6      1.49     57.25    1.89       56.31    24.00      0.160      0.098      0.000      0.267 
0.5L    :     17.50
     53.8      1.06     57.25    1.89       56.31    24.00      0.160      0.000      0.000      0.267 
0.6L    :     21.10
     75.6      1.49     57.25    1.89       56.31    24.00      0.160      0.098      0.000      0.267 
0.7L    :     24.70
     97.8      1.93     57.25    1.81       56.34    24.00      0.160      0.243      0.000      0.267 
0.8L    :     28.30
    123.2      2.42     57.25    1.56       56.47    24.00      0.160      0.408      0.000      0.400 
0.9L    :     31.90
    151.3      2.97     57.25    1.30       56.60    24.00      0.160      0.590      0.000      0.457 
Critical:     30.29
    137.4      2.70     57.25    1.42       56.54    24.00      0.160      0.500      0.000      0.400 
Transfer:     32.50
    156.4      3.07     57.25    1.26       56.62    24.00      0.160      0.623      0.000      0.533 
Bearing :     35.00
    178.0      3.46     57.25    0.21       57.14    24.00      0.160      0.754      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 = 3.10 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.030            0.054            0.064
 
At 0.2 x L = 6.70 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.095            0.114
 
At 0.3 x L = 10.30 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.069            0.123            0.148
 
At 0.4 x L = 13.90 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.079            0.140            0.168
 
At 0.5 x L = 17.50 ft
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.082            0.146            0.174
 
At 0.6 x L = 21.10 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.079            0.140            0.168
 
At 0.7 x L = 24.70 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.069            0.123            0.148
 
At 0.8 x L = 28.30 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.095            0.114
 
At 0.9 x L = 31.90 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.030            0.054            0.064
 

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
   364.2    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 1.00       -       -     -     -  
H/2     :   2.59
   376.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
0.1L    :   3.10
   441.2    47.9  1.488  267.6    1.5   1.30   1569.2  0.115T 1.00       -       -     -     -  
0.2L    :   6.70
   819.4    47.9  1.783  267.1    1.8   1.56   1872.7  0.096T 1.00       -       -     -     -  
0.3L    :  10.30
  1072.1    47.9  2.079  266.6    2.1   1.81   2173.4  0.082T 1.00       -       -     -     -  
0.4L    :  13.90
  1227.8    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    894.6   894.6    2.53    -  
0.5L    :  17.50
  1270.1    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    888.5   888.5    2.55    -  
0.6L    :  21.10
  1227.8    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    894.6   894.6    2.53    -  
0.7L    :  24.70
  1072.1    47.9  2.079  266.6    2.1   1.81   2173.4  0.082T 1.00       -       -     -     -  
0.8L    :  28.30
   819.4    47.9  1.783  267.1    1.8   1.56   1872.7  0.096T 1.00       -       -     -     -  
0.9L    :  31.90
   441.2    47.9  1.488  267.6    1.5   1.30   1569.2  0.115T 1.00       -       -     -     -  
H/2     :  32.41
   376.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
Transfer:  32.50
   364.2    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    -0.075
        M   2.00 Fb     0.297
 
  2   2 E  51.50 Ft     0.376
        M  51.50 Fb     0.168
 
  3   2 E  10.00 Ft     0.340
        M  10.00 Fb     0.433
 
  4   2 E   6.00 Ft     0.258
        M   6.00 Fb     0.736
 
  5   2 E   2.00 Ft     0.128
        M   2.00 Fb     1.078
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 36.00            Release Length, ft: 36.00
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:  2.74 %               Final losses: 11.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.078     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.128       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     1270.08     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   0.025     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.465     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.915    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   0.339     Midspan
    Pre.Bot:                                                             2.000   0.367    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.082            0.146            0.174
 
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   35.00
     DC  Line       0.070      0.00       0.070   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.000 ft
Release length = 36.000 ft
Design  length = 35.000 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)  : 0.835   (Calculated)    
Live Moment (1  lane  loaded)  : 0.644   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.950   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.796   (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     3.10     6.70    10.30    13.90    17.50
 
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)   =      0.069 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)       
---------------------------------------------------------------------------------------------
       360.000         740 266.400      5.914 23951.303  -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#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      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      8.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       8.9793     27.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      27.0207     32.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      30.4902     31.4902     No
      2      US#4[M13]       60.00        0.40      10.50      32.0207     32.8957    Yes
      2      US#5[M16]       60.00        0.62      11.25      31.4902     32.4370     No
      2      US#5[M16]       60.00        0.62       9.75      32.4370     33.2500     No
      2      US#5[M16]       60.00        0.62       9.00      33.2500     35.5000     No
      2      US#5[M16]       60.00        0.62       0.00      35.8750     35.8750     No
      2      US#4[M13]       60.00        0.40       9.00      32.8957     35.8957    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 32.0000 36.0000       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     **     5.36 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.765 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.46 ksi    0.00 ksi
    due to Composite Loads                                 -0.24 ksi    0.00 ksi
    due to Live Loads                                      -1.47 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                  5.36 ksi  ( 2.74 %)            17.19 ksi ( 8.77 %)
Total Prestress Losses                                    22.55 ksi (11.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
Deck +    : M       0.0    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   151.6   156.7   183.4   336.4   435.6   497.3   512.1
            V      77.4    68.5    68.2    66.4    55.1    45.0    36.5    28.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    77.4    68.5    68.2    66.4    55.4    45.8    38.1    30.7
            M      -0.0   152.3   157.3   183.4   325.8   414.8   465.7   471.2
Total     : M+      0.0   229.6   237.4   278.3   518.4   680.1   779.5   807.2
            V     111.0    97.3    96.8    94.1    75.9    58.9    43.5    28.1
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   111.0    97.3    96.8    94.1    76.1    59.7    45.2    30.8
            M      -0.0   230.3   238.0   278.3   507.9   659.3   747.9   766.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     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
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
Diaphragm : M       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    497.3   435.6   336.4   183.4   156.7   151.6     0.0
            V      36.5    45.0    55.1    66.4    68.2    68.5    77.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.1    45.8    55.4    66.4    68.2    68.5    77.4
            M     465.7   414.8   325.8   183.4   157.3   152.3     0.0
Total     : M+    779.5   680.1   518.4   278.3   237.4   229.6     0.0
            V      43.5    58.9    75.9    94.1    96.8    97.3   111.0
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    45.2    59.7    76.1    94.1    96.8    97.3   111.0
            M     747.9   659.3   507.9   278.3   238.0   230.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            12.9             12.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.4              1.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           11.5             11.5
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
Deck +    : M       0.0    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.4     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   121.3   125.4   146.7   269.1   348.5   397.9   409.7
            V      61.9    54.8    54.6    53.1    44.1    36.0    29.2    22.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.9    54.8    54.6    53.1    44.3    36.7    30.5    24.5
            M      -0.0   121.8   125.8   146.7   260.6   331.9   372.6   377.0
Total     : M+      0.0   199.3   206.0   241.6   451.2   593.0   680.0   704.8
            V      95.5    83.6    83.2    80.8    64.9    49.9    36.2    22.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    95.5    83.6    83.2    80.8    65.1    50.6    37.5    24.7
            M      -0.0   199.8   206.5   241.6   442.7   576.4   654.8   672.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     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
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
Diaphragm : M       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    397.9   348.5   269.1   146.7   125.4   121.3     0.0
            V      29.2    36.0    44.1    53.1    54.6    54.8    61.9
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    30.5    36.7    44.3    53.1    54.6    54.8    61.9
            M     372.6   331.9   260.6   146.7   125.8   121.8     0.0
Total     : M+    680.0   593.0   451.2   241.6   206.0   199.3     0.0
            V      36.2    49.9    64.9    80.8    83.2    83.6    95.5
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    37.5    50.6    65.1    80.8    83.2    83.6    95.5
            M     654.8   576.4   442.7   241.6   206.5   199.8     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    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    33.8    35.0    41.1    78.8   105.8   122.0   127.3
(Max)       V      14.6    12.5    12.4    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    24.3    25.2    29.6    56.8    76.2    87.8    91.7
(Min)       V      10.5     9.0     8.9     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     4.1     4.2     5.0     9.5    12.8    14.7    15.4
DC(Max)     V       1.8     1.5     1.5     1.4     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     2.9     3.0     3.6     6.9     9.2    10.6    11.1
DC(Min)     V       1.3     1.1     1.1     1.0     0.8     0.5     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    37.4    38.7    45.5    87.3   117.2   135.1   141.1
Haunch (Max)V      16.1    13.8    13.7    13.3     9.9     6.6     3.3     0.0
Deck +    : M       0.0    26.9    27.9    32.8    62.9    84.4    97.3   101.6
Haunch (Min)V      11.6     9.9     9.9     9.6     7.2     4.8     2.4     0.0
Diaphragm : M       0.0     0.4     0.5     0.6     1.2     1.8     2.5     3.1
(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     0.4     0.9     1.3     1.8     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.0    15.5    18.3    35.1    47.1    54.3    56.7
DC(Max)     V       6.5     5.6     5.5     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.8    11.2    13.2    25.3    33.9    39.1    40.8
DC(Min)     V       4.7     4.0     4.0     3.8     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     8.0     8.3     9.8    18.8    25.2    29.0    30.3
DW(Max)     V       3.5     3.0     3.0     2.9     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.5     3.6     4.2     8.1    10.9    12.6    13.1
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   265.4   274.2   320.9   588.6   762.3   870.3   896.2
            V     135.4   119.9   119.3   116.2    96.4    78.8    63.9    49.0
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   135.4   119.9   119.3   116.2    96.9    80.2    66.8    53.6
            M      -0.0   266.5   275.3   320.9   570.1   726.0   815.1   824.6
Total     : M+      0.0   364.2   376.5   441.2   819.4  1072.1  1227.8  1270.1
            V     178.0   156.4   155.6   151.3   122.8    96.4    72.8    49.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   178.0   156.4   155.6   151.3   123.2    97.8    75.6    53.8
            M      -0.0   365.3   377.5   441.2   800.9  1035.8  1172.6  1198.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M     122.0   105.8    78.8    41.1    35.0    33.8     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.4    12.5    14.6
Self wt.  : M      87.8    76.2    56.8    29.6    25.2    24.3     0.0
(Min)       V       2.2     4.3     6.5     8.6     8.9     9.0    10.5
DL-Prec.  : M      14.7    12.8     9.5     5.0     4.2     4.1     0.0
DC(Max)     V       0.4     0.7     1.1     1.4     1.5     1.5     1.8
DL-Prec.  : M      10.6     9.2     6.9     3.6     3.0     2.9     0.0
DC(Min)     V       0.3     0.5     0.8     1.0     1.1     1.1     1.3
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     135.1   117.2    87.3    45.5    38.7    37.4     0.0
Haunch (Max)V       3.3     6.6     9.9    13.3    13.7    13.8    16.1
Deck +    : M      97.3    84.4    62.9    32.8    27.9    26.9     0.0
Haunch (Min)V       2.4     4.8     7.2     9.6     9.9     9.9    11.6
Diaphragm : M       2.5     1.8     1.2     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       1.8     1.3     0.9     0.4     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      54.3    47.1    35.1    18.3    15.5    15.0     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     5.5     5.6     6.5
DL-Comp   : M      39.1    33.9    25.3    13.2    11.2    10.8     0.0
DC(Min)     V       1.0     1.9     2.9     3.8     4.0     4.0     4.7
DL-Comp   : M      29.0    25.2    18.8     9.8     8.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.9     3.0     3.0     3.5
DL-Comp   : M      12.6    10.9     8.1     4.2     3.6     3.5     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    870.3   762.3   588.6   320.9   274.2   265.4     0.0
            V      63.9    78.8    96.4   116.2   119.3   119.9   135.4
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    66.8    80.2    96.9   116.2   119.3   119.9   135.4
            M     815.1   726.0   570.1   320.9   275.3   266.5     0.0
Total     : M+   1227.8  1072.1   819.4   441.2   376.5   364.2     0.0
            V      72.8    96.4   122.8   151.3   155.6   156.4   178.0
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    75.6    97.8   123.2   151.3   155.6   156.4   178.0
            M    1172.6  1035.8   800.9   441.2   377.5   365.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.6             14.6
Deck+Haunch            16.1             16.1
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           17.3             17.3
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     3.3     3.4     4.0     7.6    10.2    11.8    12.3
DC(Max)     V       1.4     1.2     1.2     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
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    29.9    31.0    36.4    69.9    93.7   108.1   112.8
Haunch (Max)V      12.9    11.1    11.0    10.6     8.0     5.3     2.7     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     0.4     1.0     1.5     2.0     2.5
(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    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     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     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     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   108.4   112.1   131.7   249.9   330.8   374.5   380.8
            V      58.9    53.8    53.6    52.5    46.1    39.7    33.3    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    58.9    53.8    53.6    52.5    46.1    39.7    33.3    26.9
            M       0.0   108.4   112.1   131.7   249.9   330.8   374.5   380.8
Total     : M+      0.0   186.3   192.7   226.6   432.0   575.4   656.6   675.8
            V      92.5    82.6    82.2    80.2    66.9    53.6    40.3    27.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.5    82.6    82.2    80.2    66.9    53.6    40.3    27.0
            M       0.0   186.3   192.7   226.6   432.0   575.4   656.6   675.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      11.8    10.2     7.6     4.0     3.4     3.3     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.2     1.2     1.4
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     108.1    93.7    69.9    36.4    31.0    29.9     0.0
Haunch (Max)V       2.7     5.3     8.0    10.6    11.0    11.1    12.9
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       2.0     1.5     1.0     0.4     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
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      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    374.5   330.8   249.9   131.7   112.1   108.4     0.0
            V      33.3    39.7    46.1    52.5    53.6    53.8    58.9
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    33.3    39.7    46.1    52.5    53.6    53.8    58.9
            M     374.5   330.8   249.9   131.7   112.1   108.4     0.0
Total     : M+    656.6   575.4   432.0   226.6   192.7   186.3     0.0
            V      40.3    53.6    66.9    80.2    82.2    82.6    92.5
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    40.3    53.6    66.9    80.2    82.2    82.6    92.5
            M     656.6   575.4   432.0   226.6   192.7   186.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 


 
 
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    3.10    6.70   10.30   13.90   17.50
 
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   0.007   0.007   0.008   0.015   0.021   0.024   0.025 
Precast-top    0.011   0.172   0.175   0.194   0.312   0.396   0.447   0.465 
Bottom         0.172   0.915   0.912   0.894   0.787   0.711   0.664   0.648 
 

 
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    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   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    3.10    6.70   10.30   13.90   17.50
 
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    3.10    6.70   10.30   13.90   17.50
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   0.054   0.102   0.135   0.153   0.156 
Precast-top    0.006   0.116   0.119   0.134   0.226   0.291   0.329   0.339 
Bottom         0.086   0.367   0.362   0.337   0.185   0.079   0.019   0.006 
 

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
    178.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    173.1     0.722    1.360      0.52
      0.0    0.2   57.1     31.5 0.099      24.7 0.87    24.00     0.099    1.774 
Transfer:   3.00
    156.4    7.0   57.2    1.151   0.0   2.91e-3 39.2    131.5     0.379    1.296      0.00
    365.3    1.3   56.6    189.0 0.088      42.3 1.51    24.00     0.099    2.835 
Critical:   5.21
    137.3    7.0   57.2    1.297   0.0   0.80e-3 31.8     68.6     0.150    1.020      0.00
    644.9    1.4   56.5    189.0 0.077      83.9 3.00    24.00     0.099    3.243 
0.1L    :   3.60
    151.3    7.0   57.2    1.190   0.0   2.29e-3 37.0    118.5     0.316    1.118      0.00
    441.2    1.3   56.6    189.0 0.085      49.5 1.77    24.00     0.099    2.794 
0.2L    :   7.20
    123.2    7.0   57.2    1.427   0.0   0.58e-3 31.0     43.6     0.099    0.400      0.00
    800.9    1.6   56.5    189.0 0.069      93.3 3.34    24.00     0.099    2.052 
0.3L    :  10.80
     97.8    7.0   57.2    1.663   0.0   0.09e-3 29.3      0.0     0.099    0.267      0.00
   1035.8    1.8   56.3    189.0 0.055     125.7 4.51    24.00     0.099    2.388 
0.4L    :  14.40
     75.6    7.0   57.2    1.736   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1172.6    1.9   56.3    189.0 0.043     133.8 4.80    24.00     0.099    3.204 
0.5L    :  18.00
     53.8    7.0   57.2    1.736   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1198.5    1.9   56.3    189.0 0.030     134.4 4.83    24.00     0.099    4.515 
0.6L    :  21.60
     75.6    7.0   57.2    1.736   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1172.6    1.9   56.3    189.0 0.043     133.8 4.80    24.00     0.099    3.204 
0.7L    :  25.20
     97.8    7.0   57.2    1.663   0.0   0.09e-3 29.3      0.0     0.099    0.267      0.00
   1035.8    1.8   56.3    189.0 0.055     125.7 4.51    24.00     0.099    2.388 
0.8L    :  28.80
    123.2    7.0   57.2    1.427   0.0   0.58e-3 31.0     43.6     0.099    0.400      0.00
    800.9    1.6   56.5    189.0 0.069      93.3 3.34    24.00     0.099    2.052 
0.9L    :  32.40
    151.3    7.0   57.2    1.190   0.0   2.29e-3 37.0    118.5     0.316    1.118      0.00
    441.2    1.3   56.6    189.0 0.085      49.5 1.77    24.00     0.099    2.794 
Critical:  30.79
    137.3    7.0   57.2    1.297   0.0   0.80e-3 31.8     68.6     0.150    1.020      0.00
    644.9    1.4   56.5    189.0 0.077      83.9 3.00    24.00     0.099    3.243 
Transfer:  33.00
    156.4    7.0   57.2    1.151   0.0   2.91e-3 39.2    131.5     0.379    1.296      0.00
    365.3    1.3   56.6    189.0 0.088      42.3 1.51    24.00     0.099    2.835 
Bearing :  35.50
    178.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    173.1     0.722    1.360      0.52
      0.0    0.2   57.1     31.5 0.099      24.7 0.87    24.00     0.099    1.774 
 

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
    178.0      3.46     57.25    0.21       57.14    24.00      0.160      0.754      0.000      0.533 
Transfer:      2.50
    156.4      3.07     57.25    1.26       56.62    24.00      0.160      0.623      0.000      0.533 
Critical:      4.71
    137.4      2.70     57.25    1.42       56.54    24.00      0.160      0.500      0.000      0.400 
0.1L    :      3.10
    151.3      2.97     57.25    1.30       56.60    24.00      0.160      0.590      0.000      0.457 
0.2L    :      6.70
    123.2      2.42     57.25    1.56       56.47    24.00      0.160      0.408      0.000      0.400 
0.3L    :     10.30
     97.8      1.93     57.25    1.81       56.34    24.00      0.160      0.243      0.000      0.267 
0.4L    :     13.90
     75.6      1.49     57.25    1.89       56.31    24.00      0.160      0.098      0.000      0.267 
0.5L    :     17.50
     53.8      1.06     57.25    1.89       56.31    24.00      0.160      0.000      0.000      0.267 
0.6L    :     21.10
     75.6      1.49     57.25    1.89       56.31    24.00      0.160      0.098      0.000      0.267 
0.7L    :     24.70
     97.8      1.93     57.25    1.81       56.34    24.00      0.160      0.243      0.000      0.267 
0.8L    :     28.30
    123.2      2.42     57.25    1.56       56.47    24.00      0.160      0.408      0.000      0.400 
0.9L    :     31.90
    151.3      2.97     57.25    1.30       56.60    24.00      0.160      0.590      0.000      0.457 
Critical:     30.29
    137.4      2.70     57.25    1.42       56.54    24.00      0.160      0.500      0.000      0.400 
Transfer:     32.50
    156.4      3.07     57.25    1.26       56.62    24.00      0.160      0.623      0.000      0.533 
Bearing :     35.00
    178.0      3.46     57.25    0.21       57.14    24.00      0.160      0.754      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 = 3.10 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.030            0.054            0.064
 
At 0.2 x L = 6.70 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.095            0.114
 
At 0.3 x L = 10.30 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.069            0.123            0.148
 
At 0.4 x L = 13.90 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.079            0.140            0.168
 
At 0.5 x L = 17.50 ft
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.082            0.146            0.174
 
At 0.6 x L = 21.10 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.079            0.140            0.168
 
At 0.7 x L = 24.70 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.069            0.123            0.148
 
At 0.8 x L = 28.30 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.095            0.114
 
At 0.9 x L = 31.90 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.030            0.054            0.064
 

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
   364.2    47.9  1.438  267.7    1.5   1.26   1518.3  0.119T 1.00       -       -     -     -  
H/2     :   2.59
   376.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
0.1L    :   3.10
   441.2    47.9  1.488  267.6    1.5   1.30   1569.2  0.115T 1.00       -       -     -     -  
0.2L    :   6.70
   819.4    47.9  1.783  267.1    1.8   1.56   1872.7  0.096T 1.00       -       -     -     -  
0.3L    :  10.30
  1072.1    47.9  2.079  266.6    2.1   1.81   2173.4  0.082T 1.00       -       -     -     -  
0.4L    :  13.90
  1227.8    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    894.6   894.6    2.53    -  
0.5L    :  17.50
  1270.1    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    888.5   888.5    2.55    -  
0.6L    :  21.10
  1227.8    47.9  2.170  266.5    2.2   1.89   2265.2  0.078T 1.00    894.6   894.6    2.53    -  
0.7L    :  24.70
  1072.1    47.9  2.079  266.6    2.1   1.81   2173.4  0.082T 1.00       -       -     -     -  
0.8L    :  28.30
   819.4    47.9  1.783  267.1    1.8   1.56   1872.7  0.096T 1.00       -       -     -     -  
0.9L    :  31.90
   441.2    47.9  1.488  267.6    1.5   1.30   1569.2  0.115T 1.00       -       -     -     -  
H/2     :  32.41
   376.5    47.9  1.446  267.7    1.5   1.26   1526.3  0.118T 1.00       -       -     -     -  
Transfer:  32.50
   364.2    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    -0.075
        M   2.00 Fb     0.297
 
  2   2 E  51.50 Ft     0.376
        M  51.50 Fb     0.168
 
  3   2 E  10.00 Ft     0.340
        M  10.00 Fb     0.433
 
  4   2 E   6.00 Ft     0.258
        M   6.00 Fb     0.736
 
  5   2 E   2.00 Ft     0.128
        M   2.00 Fb     1.078
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 36.00            Release Length, ft: 36.00
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:  2.74 %               Final losses: 11.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.078     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.128       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     1270.08     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   0.025     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.465     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.915    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   0.339     Midspan
    Pre.Bot:                                                             2.000   0.367    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.082            0.146            0.174
 
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   35.00
     DC  Line       0.010      0.00       0.010   35.00
     DC  Line       0.064      0.00       0.064   35.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    17.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 36.000 ft
Release length = 36.000 ft
Design  length = 35.000 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)  : 0.779   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.715   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.771   (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     3.10     6.70    10.30    13.90    17.50
 
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)   =      0.069 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)       
---------------------------------------------------------------------------------------------
       360.000         740 266.400      5.914 23951.303  -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#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      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      8.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00       8.9793     27.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      27.0207     32.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      30.4902     31.4902     No
      2      US#4[M13]       60.00        0.40      10.50      32.0207     32.8957    Yes
      2      US#5[M16]       60.00        0.62      11.25      31.4902     32.4370     No
      2      US#5[M16]       60.00        0.62       9.75      32.4370     33.2500     No
      2      US#5[M16]       60.00        0.62       9.00      33.2500     35.5000     No
      2      US#5[M16]       60.00        0.62       0.00      35.8750     35.8750     No
      2      US#4[M13]       60.00        0.40       9.00      32.8957     35.8957    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 32.0000 36.0000       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     **     5.36 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.765 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.45 ksi    0.00 ksi
    due to Composite Loads                                 -0.24 ksi    0.00 ksi
    due to Live Loads                                      -1.37 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                  5.36 ksi  ( 2.74 %)            17.30 ksi ( 8.83 %)
Total Prestress Losses                                    22.66 ksi (11.56 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.4 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    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     5.3     5.5     6.4    12.3    16.5    19.1    19.9
DC(Max)     V       2.3     2.0     1.9     1.9     1.4     0.9     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    27.3    28.3    33.2    63.8    85.5    98.6   103.0
Haunch (Max)V      11.8    10.1    10.0     9.7     7.3     4.8     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   141.5   146.3   171.2   314.0   406.6   464.2   478.0
            V      62.8    55.6    55.3    53.9    44.7    36.5    29.6    22.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    62.8    55.6    55.3    53.9    44.9    37.2    30.9    24.9
            M      -0.0   142.1   146.8   171.2   304.1   387.2   434.7   439.8
Total     : M+      0.0   218.7   226.1   265.1   494.2   648.5   743.2   769.6
            V      96.0    84.1    83.6    81.2    65.2    50.2    36.5    22.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    96.0    84.1    83.6    81.2    65.4    50.9    37.8    24.9
            M      -0.0   219.3   226.7   265.1   484.3   629.1   713.7   731.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      19.1    16.5    12.3     6.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     1.9     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
Deck +    : M      98.6    85.5    63.8    33.2    28.3    27.3     0.0
Haunch (Max)V       2.4     4.8     7.3     9.7    10.0    10.1    11.8
Diaphragm : M       1.0     0.7     0.5     0.2     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    464.2   406.6   314.0   171.2   146.3   141.5     0.0
            V      29.6    36.5    44.7    53.9    55.3    55.6    62.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    30.9    37.2    44.9    53.9    55.3    55.6    62.8
            M     434.7   387.2   304.1   171.2   146.8   142.1     0.0
Total     : M+    743.2   648.5   494.2   265.1   226.1   218.7     0.0
            V      36.5    50.2    65.2    81.2    83.6    84.1    96.0
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    37.8    50.9    65.4    81.2    83.6    84.1    96.0
            M     713.7   629.1   484.3   265.1   226.7   219.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               11.6             11.6
Deck+Haunch            11.8             11.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.9             25.9
DL-Comp.(DW)           11.5             11.5
Live                   64.0             64.0
        Truck          52.8             52.8
        Lane           11.2             11.2
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
DL-Prec.  : M       0.0     5.3     5.5     6.4    12.3    16.5    19.1    19.9
DC(Max)     V       2.3     2.0     1.9     1.9     1.4     0.9     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    27.3    28.3    33.2    63.8    85.5    98.6   103.0
Haunch (Max)V      11.8    10.1    10.0     9.7     7.3     4.8     2.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.2     0.5     0.7     1.0     1.3
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     0.0
DL-Comp   : M       0.0     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   113.2   117.0   136.9   251.2   325.3   371.4   382.4
            V      50.2    44.5    44.2    43.1    35.8    29.2    23.7    18.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.2    44.5    44.2    43.1    35.9    29.7    24.7    19.9
            M      -0.0   113.7   117.4   136.9   243.3   309.8   347.8   351.9
Total     : M+      0.0   190.4   196.9   230.9   431.4   567.2   650.4   674.0
            V      83.5    73.0    72.6    70.5    56.3    42.9    30.6    18.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.5    73.0    72.6    70.5    56.5    43.5    31.6    20.0
            M      -0.0   190.9   197.3   230.9   423.5   551.7   626.8   643.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
DL-Prec.  : M      19.1    16.5    12.3     6.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     1.9     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
Deck +    : M      98.6    85.5    63.8    33.2    28.3    27.3     0.0
Haunch (Max)V       2.4     4.8     7.3     9.7    10.0    10.1    11.8
Diaphragm : M       1.0     0.7     0.5     0.2     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
DL-Comp   : M      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
LL + I    : M+    371.4   325.3   251.2   136.9   117.0   113.2     0.0
            V      23.7    29.2    35.8    43.1    44.2    44.5    50.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    24.7    29.7    35.9    43.1    44.2    44.5    50.2
            M     347.8   309.8   243.3   136.9   117.4   113.7     0.0
Total     : M+    650.4   567.2   431.4   230.9   196.9   190.4     0.0
            V      30.6    42.9    56.3    70.5    72.6    73.0    83.5
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    31.6    43.5    56.5    70.5    72.6    73.0    83.5
            M     626.8   551.7   423.5   230.9   197.3   190.9     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    33.8    35.0    41.1    78.8   105.8   122.0   127.3
(Max)       V      14.6    12.5    12.4    12.0     9.0     6.0     3.0     0.0
Self wt.  : M       0.0    24.3    25.2    29.6    56.8    76.2    87.8    91.7
(Min)       V      10.5     9.0     8.9     8.6     6.5     4.3     2.2     0.0
DL-Prec.  : M       0.0     6.6     6.8     8.0    15.4    20.7    23.8    24.9
DC(Max)     V       2.8     2.4     2.4     2.3     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     4.8     4.9     5.8    11.1    14.9    17.2    17.9
DC(Min)     V       2.0     1.8     1.7     1.7     1.3     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    34.1    35.3    41.6    79.7   106.9   123.3   128.7
Haunch (Max)V      14.7    12.6    12.5    12.1     9.1     6.1     3.0     0.0
Deck +    : M       0.0    24.6    25.4    29.9    57.4    77.0    88.8    92.7
Haunch (Min)V      10.6     9.1     9.0     8.7     6.5     4.4     2.2     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.9     1.2     1.6
(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     0.4     0.7     0.9     1.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.0    15.5    18.3    35.1    47.1    54.3    56.7
DC(Max)     V       6.5     5.6     5.5     5.3     4.0     2.7     1.3     0.0
DL-Comp   : M       0.0    10.8    11.2    13.2    25.3    33.9    39.1    40.8
DC(Min)     V       4.7     4.0     4.0     3.8     2.9     1.9     1.0     0.0
DL-Comp   : M       0.0     8.0     8.3     9.8    18.8    25.2    29.0    30.3
DW(Max)     V       3.5     3.0     3.0     2.9     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.5     3.6     4.2     8.1    10.9    12.6    13.1
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   247.7   256.0   299.6   549.4   711.5   812.3   836.5
            V     109.8    97.3    96.8    94.2    78.2    63.9    51.8    39.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   109.8    97.3    96.8    94.2    78.6    65.1    54.1    43.5
            M      -0.0   248.8   256.9   299.6   532.2   677.6   760.8   769.7
Total     : M+      0.0   345.5   357.2   418.6   777.8  1018.1  1165.9  1206.0
            V     152.0   133.4   132.7   128.9   104.3    81.3    60.5    39.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.0   133.4   132.7   128.9   104.6    82.5    62.9    43.6
            M      -0.0   346.6   358.1   418.6   760.6   984.2  1114.4  1139.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M     122.0   105.8    78.8    41.1    35.0    33.8     0.0
(Max)       V       3.0     6.0     9.0    12.0    12.4    12.5    14.6
Self wt.  : M      87.8    76.2    56.8    29.6    25.2    24.3     0.0
(Min)       V       2.2     4.3     6.5     8.6     8.9     9.0    10.5
DL-Prec.  : M      23.8    20.7    15.4     8.0     6.8     6.6     0.0
DC(Max)     V       0.6     1.2     1.8     2.3     2.4     2.4     2.8
DL-Prec.  : M      17.2    14.9    11.1     5.8     4.9     4.8     0.0
DC(Min)     V       0.4     0.8     1.3     1.7     1.7     1.8     2.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     123.3   106.9    79.7    41.6    35.3    34.1     0.0
Haunch (Max)V       3.0     6.1     9.1    12.1    12.5    12.6    14.7
Deck +    : M      88.8    77.0    57.4    29.9    25.4    24.6     0.0
Haunch (Min)V       2.2     4.4     6.5     8.7     9.0     9.1    10.6
Diaphragm : M       1.2     0.9     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       0.9     0.7     0.4     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      54.3    47.1    35.1    18.3    15.5    15.0     0.0
DC(Max)     V       1.3     2.7     4.0     5.3     5.5     5.6     6.5
DL-Comp   : M      39.1    33.9    25.3    13.2    11.2    10.8     0.0
DC(Min)     V       1.0     1.9     2.9     3.8     4.0     4.0     4.7
DL-Comp   : M      29.0    25.2    18.8     9.8     8.3     8.0     0.0
DW(Max)     V       0.7     1.4     2.1     2.9     3.0     3.0     3.5
DL-Comp   : M      12.6    10.9     8.1     4.2     3.6     3.5     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    812.3   711.5   549.4   299.6   256.0   247.7     0.0
            V      51.8    63.9    78.2    94.2    96.8    97.3   109.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    54.1    65.1    78.6    94.2    96.8    97.3   109.8
            M     760.8   677.6   532.2   299.6   256.9   248.8     0.0
Total     : M+   1165.9  1018.1   777.8   418.6   357.2   345.5     0.0
            V      60.5    81.3   104.3   128.9   132.7   133.4   152.0
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    62.9    82.5   104.6   128.9   132.7   133.4   152.0
            M    1114.4   984.2   760.6   418.6   358.1   346.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               14.6             14.6
Deck+Haunch            14.7             14.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           32.4             32.4
DL-Comp.(DW)           17.3             17.3
Live                  112.0            112.0
        Truck          92.4             92.4
        Lane           19.6             19.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    3.10    6.70   10.30   13.90   17.50
Self wt.  : M       0.0    27.0    28.0    32.9    63.1    84.6    97.6   101.9
(Max)       V      11.6    10.0     9.9     9.6     7.2     4.8     2.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.3     5.5     6.4    12.3    16.5    19.1    19.9
DC(Max)     V       2.3     2.0     1.9     1.9     1.4     0.9     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    27.3    28.3    33.2    63.8    85.5    98.6   103.0
Haunch (Max)V      11.8    10.1    10.0     9.7     7.3     4.8     2.4     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     0.2     0.5     0.7     1.0     1.3
(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    12.0    12.4    14.6    28.1    37.7    43.4    45.3
DC(Max)     V       5.2     4.4     4.4     4.3     3.2     2.1     1.1     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     5.4     5.5     6.5    12.5    16.8    19.4    20.2
DW(Max)     V       2.3     2.0     2.0     1.9     1.4     1.0     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   107.8   111.5   131.0   248.6   329.1   372.5   378.8
            V      57.1    52.1    51.9    50.9    44.7    38.5    32.3    26.1
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    57.1    52.1    51.9    50.9    44.7    38.5    32.3    26.1
            M       0.0   107.8   111.5   131.0   248.6   329.1   372.5   378.8
Total     : M+      0.0   185.0   191.3   225.0   428.8   571.0   651.5   670.3
            V      90.3    80.6    80.2    78.3    65.2    52.2    39.2    26.1
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    90.3    80.6    80.2    78.3    65.2    52.2    39.2    26.1
            M       0.0   185.0   191.3   225.0   428.8   571.0   651.5   670.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    21.10   24.70   28.30   31.90   32.41   32.50   35.00
Self wt.  : M      97.6    84.6    63.1    32.9    28.0    27.0     0.0
(Max)       V       2.4     4.8     7.2     9.6     9.9    10.0    11.6
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      19.1    16.5    12.3     6.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     1.9     2.0     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      98.6    85.5    63.8    33.2    28.3    27.3     0.0
Haunch (Max)V       2.4     4.8     7.3     9.7    10.0    10.1    11.8
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       1.0     0.7     0.5     0.2     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      43.4    37.7    28.1    14.6    12.4    12.0     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     4.4     4.4     5.2
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      19.4    16.8    12.5     6.5     5.5     5.4     0.0
DW(Max)     V       0.5     1.0     1.4     1.9     2.0     2.0     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    372.5   329.1   248.6   131.0   111.5   107.8     0.0
            V      32.3    38.5    44.7    50.9    51.9    52.1    57.1
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    32.3    38.5    44.7    50.9    51.9    52.1    57.1
            M     372.5   329.1   248.6   131.0   111.5   107.8     0.0
Total     : M+    651.5   571.0   428.8   225.0   191.3   185.0     0.0
            V      39.2    52.2    65.2    78.3    80.2    80.6    90.3
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    39.2    52.2    65.2    78.3    80.2    80.6    90.3
            M     651.5   571.0   428.8   225.0   191.3   185.0     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    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 


 
 
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    3.10    6.70   10.30   13.90   17.50
 
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   0.007   0.007   0.009   0.016   0.022   0.025   0.026 
Precast-top    0.011   0.171   0.174   0.193   0.310   0.393   0.443   0.461 
Bottom         0.172   0.916   0.913   0.895   0.789   0.714   0.668   0.652 
 

 
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    3.60    7.20   10.80   14.40   18.00
 
Beam-Self
Precast-top    0.055   0.064   0.114   0.150   0.171   0.178 
Bottom        -0.044  -0.052  -0.093  -0.121  -0.139  -0.145 
 
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    0.128   0.138   0.188   0.224   0.245   0.252 
Bottom         1.078   1.070   1.029   1.000   0.983   0.977 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.200   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    3.10    6.70   10.30   13.90   17.50
 
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    3.10    6.70   10.30   13.90   17.50
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   0.047   0.049   0.057   0.108   0.144   0.163   0.166 
Precast-top    0.006   0.118   0.121   0.137   0.231   0.297   0.336   0.346 
Bottom         0.086   0.367   0.362   0.337   0.185   0.079   0.019   0.006 
 

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
    152.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    144.2     0.602    1.360      0.32
      0.0    0.2   57.1     31.5 0.084      24.7 0.87    24.00     0.099    2.077 
Transfer:   3.00
    133.4    7.0   57.2    1.152   0.0   1.49e-3 34.2     84.8     0.204    1.296      0.00
    346.6    1.4   56.6    189.0 0.075      63.4 2.26    24.00     0.099    3.339 
Critical:   5.21
    116.9    7.0   57.2    1.298   0.0   0.04e-3 29.2      0.0     0.099    1.020      0.00
    611.5    1.6   56.5    189.0 0.066     129.9 4.65    24.00     0.099    3.803 
0.1L    :   3.60
    128.9    7.0   57.2    1.192   0.0   0.96e-3 32.4     65.2     0.146    1.118      0.00
    418.6    1.4   56.5    189.0 0.072      78.0 2.79    24.00     0.099    3.453 
0.2L    :   7.20
    104.6    7.0   57.2    1.428   0.0  -0.00e-3 29.0      0.0     0.099    0.400      0.00
    760.6    1.7   56.4    189.0 0.059     134.1 4.80    24.00     0.099    2.905 
0.3L    :  10.80
     82.5    7.0   57.2    1.665   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
    984.2    2.0   56.3    189.0 0.047     134.5 4.83    24.00     0.099    2.946 
0.4L    :  14.40
     62.9    7.0   57.2    1.736   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1114.4    2.1   56.2    189.0 0.036     134.6 4.84    24.00     0.099    3.865 
0.5L    :  18.00
     43.6    7.0   57.2    1.736   0.0  -0.02e-3 28.9      0.0     0.099    0.267      0.00
   1139.2    2.1   56.2    189.0 0.025     135.1 4.86    24.00     0.099    5.588 
0.6L    :  21.60
     62.9    7.0   57.2    1.736   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1114.4    2.1   56.2    189.0 0.036     134.6 4.84    24.00     0.099    3.865 
0.7L    :  25.20
     82.5    7.0   57.2    1.665   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
    984.2    2.0   56.3    189.0 0.047     134.5 4.83    24.00     0.099    2.946 
0.8L    :  28.80
    104.6    7.0   57.2    1.428   0.0  -0.00e-3 29.0      0.0     0.099    0.400      0.00
    760.6    1.7   56.4    189.0 0.059     134.1 4.80    24.00     0.099    2.905 
0.9L    :  32.40
    128.9    7.0   57.2    1.192   0.0   0.96e-3 32.4     65.2     0.146    1.118      0.00
    418.6    1.4   56.5    189.0 0.072      78.0 2.79    24.00     0.099    3.453 
Critical:  30.79
    116.9    7.0   57.2    1.298   0.0   0.04e-3 29.2      0.0     0.099    1.020      0.00
    611.5    1.6   56.5    189.0 0.066     129.9 4.65    24.00     0.099    3.803 
Transfer:  33.00
    133.4    7.0   57.2    1.152   0.0   1.49e-3 34.2     84.8     0.204    1.296      0.00
    346.6    1.4   56.6    189.0 0.075      63.4 2.26    24.00     0.099    3.339 
Bearing :  35.50
    152.0    7.0   57.2    0.192   0.0   6.00e-3 50.0    144.2     0.602    1.360      0.32
      0.0    0.2   57.1     31.5 0.084      24.7 0.87    24.00     0.099    2.077 
 

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
    152.0      2.96     57.25    0.23       57.13    24.00      0.160      0.585      0.000      0.533 
Transfer:      2.50
    133.4      2.62     57.25    1.38       56.56    24.00      0.160      0.474      0.000      0.533 
Critical:      4.71
    117.0      2.30     57.25    1.55       56.47    24.00      0.160      0.367      0.000      0.400 
0.1L    :      3.10
    128.9      2.53     57.25    1.43       56.54    24.00      0.160      0.445      0.000      0.457 
0.2L    :      6.70
    104.6      2.06     57.25    1.71       56.40    24.00      0.160      0.287      0.000      0.400 
0.3L    :     10.30
     82.5      1.63     57.25    1.99       56.26    24.00      0.160      0.143      0.000      0.267 
0.4L    :     13.90
     62.9      1.24     57.25    2.07       56.21    24.00      0.160      0.014      0.000      0.267 
0.5L    :     17.50
     43.6      0.86     57.25    2.07       56.21    24.00      0.160      0.000      0.000      0.267 
0.6L    :     21.10
     62.9      1.24     57.25    2.07       56.21    24.00      0.160      0.014      0.000      0.267 
0.7L    :     24.70
     82.5      1.63     57.25    1.99       56.26    24.00      0.160      0.143      0.000      0.267 
0.8L    :     28.30
    104.6      2.06     57.25    1.71       56.40    24.00      0.160      0.287      0.000      0.400 
0.9L    :     31.90
    128.9      2.53     57.25    1.43       56.54    24.00      0.160      0.445      0.000      0.457 
Critical:     30.29
    117.0      2.30     57.25    1.55       56.47    24.00      0.160      0.367      0.000      0.400 
Transfer:     32.50
    133.4      2.62     57.25    1.38       56.56    24.00      0.160      0.474      0.000      0.533 
Bearing :     35.00
    152.0      2.96     57.25    0.23       57.13    24.00      0.160      0.585      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 = 3.10 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.030            0.054            0.064
 
At 0.2 x L = 6.70 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.095            0.114
 
At 0.3 x L = 10.30 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.069            0.123            0.148
 
At 0.4 x L = 13.90 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.079            0.140            0.168
 
At 0.5 x L = 17.50 ft
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.082            0.146            0.174
 
At 0.6 x L = 21.10 ft
Prestress      :       0.106  1.80      0.191  2.20      0.233
Self Wt.       :      -0.027  1.85     -0.050  2.40     -0.065
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.079            0.140            0.168
 
At 0.7 x L = 24.70 ft
Prestress      :       0.092  1.80      0.166  2.20      0.203
Self Wt.       :      -0.023  1.85     -0.043  2.40     -0.056
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.069            0.123            0.148
 
At 0.8 x L = 28.30 ft
Prestress      :       0.070  1.80      0.126  2.20      0.154
Self Wt.       :      -0.017  1.85     -0.031  2.40     -0.041
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.053            0.095            0.114
 
At 0.9 x L = 31.90 ft
Prestress      :       0.039  1.80      0.070  2.20      0.086
Self Wt.       :      -0.009  1.85     -0.017  2.40     -0.022
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.030            0.054            0.064
 

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
   345.5    47.9  1.440  267.4    1.6   1.38   1517.0  0.108T 1.00       -       -     -     -  
H/2     :   2.59
   357.2    47.9  1.448  267.4    1.6   1.39   1524.9  0.108T 1.00       -       -     -     -  
0.1L    :   3.10
   418.6    47.9  1.490  267.4    1.7   1.43   1567.6  0.105T 1.00       -       -     -     -  
0.2L    :   6.70
   777.8    47.9  1.785  266.8    2.0   1.71   1869.7  0.087T 1.00       -       -     -     -  
0.3L    :  10.30
  1018.1    47.9  2.081  266.3    2.3   1.99   2168.9  0.074T 1.00       -       -     -     -  
0.4L    :  13.90
  1165.9    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00    888.8   888.8    2.54    -  
0.5L    :  17.50
  1206.0    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00    883.1   883.1    2.56    -  
0.6L    :  21.10
  1165.9    47.9  2.170  266.2    2.4   2.07   2258.0  0.071T 1.00    888.8   888.8    2.54    -  
0.7L    :  24.70
  1018.1    47.9  2.081  266.3    2.3   1.99   2168.9  0.074T 1.00       -       -     -     -  
0.8L    :  28.30
   777.8    47.9  1.785  266.8    2.0   1.71   1869.7  0.087T 1.00       -       -     -     -  
0.9L    :  31.90
   418.6    47.9  1.490  267.4    1.7   1.43   1567.6  0.105T 1.00       -       -     -     -  
H/2     :  32.41
   357.2    47.9  1.448  267.4    1.6   1.39   1524.9  0.108T 1.00       -       -     -     -  
Transfer:  32.50
   345.5    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    -0.075
        M   2.00 Fb     0.297
 
  2   2 E  51.50 Ft     0.376
        M  51.50 Fb     0.168
 
  3   2 E  10.00 Ft     0.340
        M  10.00 Fb     0.433
 
  4   2 E   6.00 Ft     0.258
        M   6.00 Fb     0.736
 
  5   2 E   2.00 Ft     0.128
        M   2.00 Fb     1.078
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 36.00            Release Length, ft: 36.00
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:  2.74 %               Final losses: 11.56 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.078     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.128       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     1206.01     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   0.026     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.461     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.916    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   0.346     Midspan
    Pre.Bot:                                                             2.000   0.367    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.110  1.80      0.199  2.20      0.243
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.082            0.146            0.174
 
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

