 
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 45 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively. 
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2' and 2.3', 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_240d.tmp\D45\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 =   2826825.50
 
SPAN DATA
---------
Precast length    , ft =     46.000
Bearing-to-bearing, ft =     45.000
Release span      , ft =     46.000
 
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   45.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   45.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   45.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   45.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   45.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   45.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   45.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   45.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   45.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   45.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   45.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   45.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   22.500
   1    2        0.285   22.500
   1    3        0.285   22.500
   1    4        0.285   22.500
   1    5        0.143   22.500
 
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   45.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   45.00   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    0.112     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4066.8 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.83 ksi 3586.62 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.92 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 10.000 in 2 @ 51.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  5.9793 Yes       
       2 US#4[M13]  60.0  0.40   15.00  5.9793 10.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.9793 35.0207 Yes       
       2 US#4[M13]  60.0  0.40   15.00 35.0207 40.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.0207 42.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.4902 41.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 41.4902 42.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 42.0207 42.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 42.4370 43.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 43.2500 45.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 45.8750 45.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 42.8957 45.8957 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 41.0000 46.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.92 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 10.000 in 2 @ 51.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  5.9793 Yes       
       2 US#4[M13]  60.0  0.40   15.00  5.9793 10.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.9793 35.0207 Yes       
       2 US#4[M13]  60.0  0.40   15.00 35.0207 40.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.0207 42.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.4902 41.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 41.4902 42.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 42.0207 42.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 42.4370 43.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 43.2500 45.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 45.8750 45.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 42.8957 45.8957 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 41.0000 46.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.92 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 10.000 in 2 @ 51.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  5.9793 Yes       
       2 US#4[M13]  60.0  0.40   15.00  5.9793 10.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.9793 35.0207 Yes       
       2 US#4[M13]  60.0  0.40   15.00 35.0207 40.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.0207 42.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.4902 41.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 41.4902 42.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 42.0207 42.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 42.4370 43.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 43.2500 45.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 45.8750 45.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 42.8957 45.8957 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 41.0000 46.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.92 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 10.000 in 2 @ 51.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  5.9793 Yes       
       2 US#4[M13]  60.0  0.40   15.00  5.9793 10.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.9793 35.0207 Yes       
       2 US#4[M13]  60.0  0.40   15.00 35.0207 40.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.0207 42.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.4902 41.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 41.4902 42.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 42.0207 42.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 42.4370 43.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 43.2500 45.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 45.8750 45.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 42.8957 45.8957 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 41.0000 46.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 12.92 in):
 
  4 @  2.000 in 4 @  6.000 in 2 @ 10.000 in 2 @ 51.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1043  3.1043 Yes       
       2 US#5[M16]  60.0  0.62    0.00  0.1250  0.1250 No        
       2 US#5[M16]  60.0  0.62    9.00  0.5000  2.7500 No        
       2 US#5[M16]  60.0  0.62    9.75  2.7500  3.5630 No        
       2 US#4[M13]  60.0  0.40   10.50  3.1043  3.9793 Yes       
       2 US#5[M16]  60.0  0.62   11.25  3.5630  4.5098 No        
       2 US#5[M16]  60.0  0.62   12.00  4.5098  5.5098 No        
       2 US#4[M13]  60.0  0.40   12.00  3.9793  5.9793 Yes       
       2 US#4[M13]  60.0  0.40   15.00  5.9793 10.9793 Yes       
       2 US#4[M13]  60.0  0.40   18.00 10.9793 35.0207 Yes       
       2 US#4[M13]  60.0  0.40   15.00 35.0207 40.0207 Yes       
       2 US#4[M13]  60.0  0.40   12.00 40.0207 42.0207 Yes       
       2 US#5[M16]  60.0  0.62   12.00 40.4902 41.4902 No        
       2 US#5[M16]  60.0  0.62   11.25 41.4902 42.4370 No        
       2 US#4[M13]  60.0  0.40   10.50 42.0207 42.8957 Yes       
       2 US#5[M16]  60.0  0.62    9.75 42.4370 43.2500 No        
       2 US#5[M16]  60.0  0.62    9.00 43.2500 45.5000 No        
       2 US#5[M16]  60.0  0.62    0.00 45.8750 45.8750 No        
       2 US#4[M13]  60.0  0.40    9.00 42.8957 45.8957 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 41.0000 46.0000       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   45.00
     DC  Line       0.010      0.00       0.010   45.00
     DC  Line       0.064      0.00       0.064   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.000 ft
Release length = 46.000 ft
Design  length = 45.000 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)  : 0.728   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.725   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.781   (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     4.10     8.70    13.30    17.90    22.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.10    24.10    24.10    24.10    24.10    24.10    24.10
  MI(Ixx) , in4   215315   216977   216977   216977   216977   216977   216977   216977
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1181.2   1193.4   1193.4   1193.4   1193.4   1193.4   1193.4   1193.4
  Yb      ,  in    39.86    39.59    39.59    39.59    39.59    39.59    39.59    39.59
  MI(Ixx) , in4   556657   565466   565466   565466   565466   565466   565466   565466

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.92 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 10.000 in     2 @ 51.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.895 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.868 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.106 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)       
---------------------------------------------------------------------------------------------
       552.000         740 408.480      7.557 30604.441  -40780304384.000       6.126        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      5.9793    Yes
      2      US#4[M13]       60.00        0.40      15.00       5.9793     10.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.9793     35.0207    Yes
      2      US#4[M13]       60.00        0.40      15.00      35.0207     40.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.0207     42.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.4902     41.4902     No
      2      US#5[M16]       60.00        0.62      11.25      41.4902     42.4370     No
      2      US#4[M13]       60.00        0.40      10.50      42.0207     42.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      42.4370     43.2500     No
      2      US#5[M16]       60.00        0.62       9.00      43.2500     45.5000     No
      2      US#5[M16]       60.00        0.62       0.00      45.8750     45.8750     No
      2      US#4[M13]       60.00        0.40       9.00      42.8957     45.8957    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 41.0000 46.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.92 in
         P_init    =      510.4 kips  Ecc = 11.45 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.55 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.934 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.84 ksi    0.00 ksi
    due to Composite Loads                                 -0.41 ksi    0.00 ksi
    due to Live Loads                                      -1.90 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.55 ksi  ( 3.34 %)            17.43 ksi ( 8.89 %)
Total Prestress Losses                                    23.97 ksi (12.23 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     6.9     7.2    10.9    20.5    27.4    31.5    32.9
DC(Max)     V       2.9     2.6     2.6     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.7    37.0    56.4   106.2   141.7   163.1   170.2
Haunch (Max)V      15.1    13.4    13.4    12.4     9.3     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   151.5   156.7   237.0   433.4   555.7   624.4   630.9
            V      70.5    44.9    44.0    28.6    18.8     9.0    31.1    21.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.5    64.7    64.5    61.0    51.5    42.3    33.6    26.5
            M       0.0   153.0   158.2   236.9   417.6   524.8   560.3   555.0
Total     : M+      0.0   252.4   261.2   396.3   733.3   956.3  1085.5  1112.3
            V     113.2    82.9    81.8    63.5    45.0    26.5    39.9    21.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.2   102.7   102.3    95.9    77.7    59.9    42.4    26.5
            M       0.0   253.9   262.6   396.2   717.6   925.4  1021.4  1036.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      31.5    27.4    20.5    10.9     7.2     6.9     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     163.1   141.7   106.2    56.4    37.0    35.7     0.0
Haunch (Max)V       3.1     6.2     9.3    12.4    13.4    13.4    15.1
Diaphragm : M       1.3     1.0     0.6     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    624.4   555.7   433.4   237.0   156.7   151.5     0.0
            V      31.1     9.0    18.8    28.6    44.0    44.9    70.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.6    42.3    51.5    61.0    64.5    64.7    70.5
            M     560.3   524.8   417.6   236.9   158.2   153.0    -0.0
Total     : M+   1085.5   956.3   733.3   396.3   261.2   252.4     0.0
            V      39.9    26.5    45.0    63.5    81.8    82.9   113.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.4    59.9    77.7    95.9   102.3   102.7   113.2
            M    1021.4   925.4   717.6   396.2   262.6   253.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.0             15.0
Deck+Haunch            15.1             15.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           14.8             14.8
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     6.9     7.2    10.9    20.5    27.4    31.5    32.9
DC(Max)     V       2.9     2.6     2.6     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.7    37.0    56.4   106.2   141.7   163.1   170.2
Haunch (Max)V      15.1    13.4    13.4    12.4     9.3     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   121.2   125.4   189.6   346.7   444.6   499.5   504.7
            V      56.4    36.0    35.2    22.9    15.0     7.2    24.9    17.1
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    56.4    51.8    51.6    48.8    41.2    33.9    26.9    21.2
            M       0.0   122.4   126.6   189.5   334.1   419.9   448.3   444.0
Total     : M+      0.0   222.1   229.8   348.8   646.7   845.2   960.6   986.2
            V      99.1    73.9    73.0    57.8    41.3    24.7    33.7    17.1
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    99.1    89.7    89.4    83.7    67.4    51.4    35.7    21.2
            M       0.0   223.3   231.0   348.8   634.1   820.5   909.3   925.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      31.5    27.4    20.5    10.9     7.2     6.9     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     163.1   141.7   106.2    56.4    37.0    35.7     0.0
Haunch (Max)V       3.1     6.2     9.3    12.4    13.4    13.4    15.1
Diaphragm : M       1.3     1.0     0.6     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    499.5   444.6   346.7   189.6   125.4   121.2     0.0
            V      24.9     7.2    15.0    22.9    35.2    36.0    56.4
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    26.9    33.9    41.2    48.8    51.6    51.8    56.4
            M     448.3   419.9   334.1   189.5   126.6   122.4    -0.0
Total     : M+    960.6   845.2   646.7   348.8   229.8   222.1     0.0
            V      33.7    24.7    41.3    57.8    73.0    73.9    99.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    35.7    51.4    67.4    83.7    89.4    89.7    99.1
            M     909.3   820.5   634.1   348.8   231.0   223.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    44.2    45.7    69.7   131.3   175.3   201.7   210.5
(Max)       V      18.7    16.6    16.6    15.3    11.5     7.7     3.8     0.0
Self wt.  : M       0.0    31.8    32.9    50.2    94.6   126.2   145.2   151.6
(Min)       V      13.5    12.0    11.9    11.0     8.3     5.5     2.8     0.0
DL-Prec.  : M       0.0     8.6     8.9    13.6    25.7    34.3    39.4    41.2
DC(Max)     V       3.7     3.3     3.2     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     6.2     6.4     9.8    18.5    24.7    28.4    29.6
DC(Min)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.6    46.2    70.5   132.7   177.2   203.8   212.7
Haunch (Max)V      18.9    16.8    16.7    15.5    11.6     7.7     3.9     0.0
Deck +    : M       0.0    32.1    33.3    50.7    95.6   127.6   146.8   153.2
Haunch (Min)V      13.6    12.1    12.0    11.1     8.4     5.6     2.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.6     2.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.9     1.2     1.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.7    20.3    31.0    58.4    78.0    89.7    93.7
DC(Max)     V       8.3     7.4     7.4     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    14.2    14.7    22.3    42.1    56.2    64.6    67.4
DC(Min)     V       6.0     5.3     5.3     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    10.5    10.9    16.6    31.3    41.7    48.0    50.1
DW(Max)     V       4.5     4.0     3.9     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.6     4.7     7.2    13.5    18.1    20.8    21.7
DW(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   265.1   274.3   414.8   758.4   972.5  1092.7  1104.0
            V     123.4    78.7    77.0    50.0    32.9    15.8    54.4    37.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.4   113.2   112.8   106.7    90.1    74.1    58.8    46.3
            M       0.0   267.7   276.9   414.6   730.8   918.5   980.6   971.2
Total     : M+      0.0   392.9   406.6   616.6  1138.5  1480.2  1677.1  1714.2
            V     177.5   126.8   124.9    94.3    66.2    38.0    65.6    37.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   177.5   161.4   160.8   151.0   123.4    96.3    69.9    46.4
            M       0.0   395.6   409.2   616.4  1111.0  1426.2  1564.9  1581.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     201.7   175.3   131.3    69.7    45.7    44.2     0.0
(Max)       V       3.8     7.7    11.5    15.3    16.6    16.6    18.7
Self wt.  : M     145.2   126.2    94.6    50.2    32.9    31.8     0.0
(Min)       V       2.8     5.5     8.3    11.0    11.9    12.0    13.5
DL-Prec.  : M      39.4    34.3    25.7    13.6     8.9     8.6     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.2     3.3     3.7
DL-Prec.  : M      28.4    24.7    18.5     9.8     6.4     6.2     0.0
DC(Min)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     203.8   177.2   132.7    70.5    46.2    44.6     0.0
Haunch (Max)V       3.9     7.7    11.6    15.5    16.7    16.8    18.9
Deck +    : M     146.8   127.6    95.6    50.7    33.3    32.1     0.0
Haunch (Min)V       2.8     5.6     8.4    11.1    12.0    12.1    13.6
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.2     0.9     0.6     0.3     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      89.7    78.0    58.4    31.0    20.3    19.7     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     7.4     7.4     8.3
DL-Comp   : M      64.6    56.2    42.1    22.3    14.7    14.2     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.3     5.3     6.0
DL-Comp   : M      48.0    41.7    31.3    16.6    10.9    10.5     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.9     4.0     4.5
DL-Comp   : M      20.8    18.1    13.5     7.2     4.7     4.6     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
LL + I    : M+   1092.7   972.5   758.4   414.8   274.3   265.1     0.0
            V      54.4    15.8    32.9    50.0    77.0    78.7   123.4
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    58.8    74.1    90.1   106.7   112.8   113.2   123.4
            M     980.6   918.5   730.8   414.6   276.9   267.7    -0.0
Total     : M+   1677.1  1480.2  1138.5   616.6   406.6   392.9     0.0
            V      65.6    38.0    66.2    94.3   124.9   126.8   177.5
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    69.9    96.3   123.4   151.0   160.8   161.4   177.5
            M    1564.9  1426.2  1111.0   616.4   409.2   395.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.7             18.7
Deck+Haunch            18.9             18.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           22.3             22.3
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.9     7.2    10.9    20.5    27.4    31.5    32.9
DC(Max)     V       2.9     2.6     2.6     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    35.7    37.0    56.4   106.2   141.7   163.1   170.2
Haunch (Max)V      15.1    13.4    13.4    12.4     9.3     6.2     3.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     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   123.9   128.2   191.5   334.7   437.0   495.9   507.5
            V      67.3    61.0    60.8    57.0    46.9    40.1    33.8    27.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.3    61.0    60.8    57.0    46.9    40.1    33.8    27.5
            M       0.0   123.9   128.2   191.5   334.7   437.0   495.9   507.5
Total     : M+      0.0   224.8   232.6   350.8   634.6   837.6   957.0   988.9
            V     110.1    99.0    98.6    91.9    73.2    57.6    42.6    27.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.1    99.0    98.6    91.9    73.2    57.6    42.6    27.6
            M       0.0   224.8   232.6   350.8   634.6   837.6   957.0   988.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
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      31.5    27.4    20.5    10.9     7.2     6.9     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     163.1   141.7   106.2    56.4    37.0    35.7     0.0
Haunch (Max)V       3.1     6.2     9.3    12.4    13.4    13.4    15.1
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       1.3     1.0     0.6     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
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      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    495.9   437.0   334.7   191.5   128.2   123.9     0.0
            V      33.8    40.1    46.9    57.0    60.8    61.0    67.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.8    40.1    46.9    57.0    60.8    61.0    67.3
            M     495.9   437.0   334.7   191.5   128.2   123.9     0.0
Total     : M+    957.0   837.6   634.6   350.8   232.6   224.8     0.0
            V      42.6    57.6    73.2    91.9    98.6    99.0   110.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.6    57.6    73.2    91.9    98.6    99.0   110.1
            M     957.0   837.6   634.6   350.8   232.6   224.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
Prestress
Precast-top   -0.001  -0.006  -0.006  -0.006  -0.006  -0.006  -0.006  -0.006
Bottom         0.217   1.265   1.265   1.265   1.265   1.265   1.265   1.265
 
Self wt.
Precast-top   -0.000   0.058   0.061   0.092   0.174   0.232   0.267   0.279
Bottom        -0.000  -0.047  -0.049  -0.074  -0.140  -0.187  -0.215  -0.224
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.012   0.018   0.034   0.045   0.052   0.054
Bottom        -0.000  -0.009  -0.010  -0.015  -0.027  -0.037  -0.042  -0.044
 
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   0.002   0.002   0.003
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.059   0.061   0.093   0.176   0.234   0.270   0.281
Bottom        -0.000  -0.048  -0.049  -0.075  -0.141  -0.189  -0.217  -0.227
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.007   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.005   0.005   0.008   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.013  -0.014  -0.021  -0.039  -0.052  -0.060  -0.063
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.013   0.013
Precast-top   -0.000   0.002   0.002   0.003   0.006   0.009   0.010   0.010
Bottom        -0.000  -0.006  -0.006  -0.009  -0.018  -0.023  -0.027  -0.028
 
LL+I(+)
Topping-top   -0.000   0.061   0.063   0.095   0.174   0.224   0.251   0.254
Precast-top   -0.000   0.046   0.048   0.072   0.133   0.170   0.191   0.193
Bottom        -0.000  -0.127  -0.132  -0.199  -0.364  -0.467  -0.525  -0.530
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.070   0.073   0.110   0.202   0.260   0.293   0.297 
Precast-top   -0.001   0.177   0.183   0.282   0.532   0.705   0.808   0.837 
Bottom         0.217   1.015   1.006   0.872   0.535   0.309   0.178   0.147 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.009   0.009   0.014   0.027   0.036   0.042   0.044 
Precast-top   -0.001   0.130   0.135   0.209   0.399   0.535   0.617   0.645 
Bottom         0.217   1.142   1.138   1.071   0.899   0.776   0.702   0.677 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
Prestress
Precast-top   -0.001  -0.006  -0.006  -0.006  -0.006  -0.006  -0.006  -0.006
Bottom         0.217   1.265   1.265   1.265   1.265   1.265   1.265   1.265
 
Self wt.
Precast-top   -0.000   0.058   0.061   0.092   0.174   0.232   0.267   0.279
Bottom        -0.000  -0.047  -0.049  -0.074  -0.140  -0.187  -0.215  -0.224
 
DL-Prec (DC)
Precast-top   -0.000   0.011   0.012   0.018   0.034   0.045   0.052   0.054
Bottom        -0.000  -0.009  -0.010  -0.015  -0.027  -0.037  -0.042  -0.044
 
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   0.002   0.002   0.003
Bottom        -0.000  -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.002
 
Deck + Haunch
Precast-top   -0.000   0.059   0.061   0.093   0.176   0.234   0.270   0.281
Bottom        -0.000  -0.048  -0.049  -0.075  -0.141  -0.189  -0.217  -0.227
 
DL-Comp (DC)
Topping-top   -0.000   0.006   0.007   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.005   0.005   0.008   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.013  -0.014  -0.021  -0.039  -0.052  -0.060  -0.063
 
DL-Comp (DW)
Topping-top   -0.000   0.003   0.003   0.004   0.008   0.011   0.013   0.013
Precast-top   -0.000   0.002   0.002   0.003   0.006   0.009   0.010   0.010
Bottom        -0.000  -0.006  -0.006  -0.009  -0.018  -0.023  -0.027  -0.028
 
LL+I(+)
Topping-top   -0.000   0.049   0.050   0.076   0.139   0.179   0.201   0.203
Precast-top   -0.000   0.037   0.038   0.058   0.106   0.136   0.153   0.154
Bottom        -0.000  -0.102  -0.105  -0.159  -0.291  -0.373  -0.420  -0.424
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.058   0.060   0.091   0.167   0.215   0.243   0.247 
Precast-top   -0.001   0.168   0.174   0.267   0.505   0.671   0.770   0.799 
Bottom         0.217   1.040   1.032   0.912   0.608   0.403   0.282   0.253 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
F_LL+I(+)
Topping-top   -0.000   0.050   0.052   0.077   0.135   0.176   0.200   0.204
Precast-top   -0.000   0.038   0.039   0.059   0.102   0.134   0.152   0.155
Bottom        -0.000  -0.104  -0.108  -0.161  -0.281  -0.367  -0.417  -0.426
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.054   0.056   0.084   0.148   0.194   0.220   0.226 
Precast-top   -0.000   0.103   0.107   0.163   0.302   0.401   0.460   0.477 
Bottom         0.108   0.467   0.461   0.375   0.168   0.021  -0.066  -0.088 
 

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
    177.5    7.0   57.0    0.239   0.0   6.00e-3 50.0    172.7     0.723    1.360      0.31
      0.0    0.3   56.9     31.5 0.099      24.6 0.87    24.00     0.099    1.771 
Transfer:   3.00
    161.4    7.0   57.0    1.434   0.0   1.27e-3 33.4    110.8     0.260    1.296      0.00
    395.6    1.6   56.2    189.0 0.091      68.5 2.46    24.00     0.099    2.744 
Critical:   5.18
    147.2    7.0   57.0    1.615   0.0  -0.00e-3 29.0     30.0     0.099    1.020      0.00
    697.0    1.9   56.1    189.0 0.083     133.6 4.81    24.00     0.099    3.002 
0.1L    :   4.60
    151.0    7.0   57.0    1.566   0.0   0.13e-3 29.5     46.7     0.099    1.020      0.00
    616.4    1.8   56.2    189.0 0.085     121.1 4.36    24.00     0.099    2.928 
0.2L    :   9.20
    123.4    7.0   57.0    1.947   0.0  -0.00e-3 29.0      4.0     0.099    0.320      0.00
   1111.0    2.2   55.9    189.0 0.070     133.1 4.81    24.00     0.099    2.149 
0.3L    :  13.80
     96.3    7.0   57.0    2.170   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1426.2    2.5   55.8    189.0 0.055     132.8 4.81    24.00     0.099    2.497 
0.4L    :  18.40
     69.9    7.0   57.0    2.170   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1564.9    2.5   55.8    189.0 0.040     132.7 4.81    24.00     0.099    3.436 
0.5L    :  23.00
     46.4    7.0   57.0    2.170   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1581.4    2.5   55.8    189.0 0.026     133.5 4.83    24.00     0.099    5.195 
0.6L    :  27.60
     69.9    7.0   57.0    2.170   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1564.9    2.5   55.8    189.0 0.040     132.7 4.81    24.00     0.099    3.436 
0.7L    :  32.20
     96.3    7.0   57.0    2.170   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1426.2    2.5   55.8    189.0 0.055     132.8 4.81    24.00     0.099    2.497 
0.8L    :  36.80
    123.4    7.0   57.0    1.947   0.0  -0.00e-3 29.0      4.0     0.099    0.320      0.00
   1111.0    2.2   55.9    189.0 0.070     133.1 4.81    24.00     0.099    2.149 
0.9L    :  41.40
    151.0    7.0   57.0    1.566   0.0   0.13e-3 29.5     46.7     0.099    1.020      0.00
    616.4    1.8   56.2    189.0 0.085     121.1 4.36    24.00     0.099    2.928 
Critical:  40.82
    147.2    7.0   57.0    1.615   0.0  -0.00e-3 29.0     30.0     0.099    1.020      0.00
    697.0    1.9   56.1    189.0 0.083     133.6 4.81    24.00     0.099    3.002 
Transfer:  43.00
    161.4    7.0   57.0    1.434   0.0   1.27e-3 33.4    110.8     0.260    1.296      0.00
    395.6    1.6   56.2    189.0 0.091      68.5 2.46    24.00     0.099    2.744 
Bearing :  45.50
    177.5    7.0   57.0    0.239   0.0   6.00e-3 50.0    172.7     0.723    1.360      0.31
      0.0    0.3   56.9     31.5 0.099      24.6 0.87    24.00     0.099    1.771 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    177.5      3.47     57.05    0.28       56.91    24.00      0.160      0.755      0.000      0.533 
Transfer:      2.50
    161.4      3.19     57.05    1.65       56.23    24.00      0.160      0.663      0.000      0.533 
Critical:      4.68
    147.3      2.92     57.05    1.85       56.12    24.00      0.160      0.572      0.000      0.400 
0.1L    :      4.10
    151.0      2.99     57.05    1.80       56.15    24.00      0.160      0.596      0.000      0.400 
0.2L    :      8.70
    123.4      2.45     57.05    2.23       55.94    24.00      0.160      0.417      0.000      0.320 
0.3L    :     13.30
     96.3      1.92     57.05    2.48       55.81    24.00      0.160      0.239      0.000      0.267 
0.4L    :     17.90
     69.9      1.39     57.05    2.48       55.81    24.00      0.160      0.064      0.000      0.267 
0.5L    :     22.50
     46.4      0.92     57.05    2.48       55.81    24.00      0.160      0.000      0.000      0.267 
0.6L    :     27.10
     69.9      1.39     57.05    2.48       55.81    24.00      0.160      0.064      0.000      0.267 
0.7L    :     31.70
     96.3      1.92     57.05    2.48       55.81    24.00      0.160      0.239      0.000      0.267 
0.8L    :     36.30
    123.4      2.45     57.05    2.23       55.94    24.00      0.160      0.417      0.000      0.320 
0.9L    :     40.90
    151.0      2.99     57.05    1.80       56.15    24.00      0.160      0.596      0.000      0.400 
Critical:     40.32
    147.3      2.92     57.05    1.85       56.12    24.00      0.160      0.572      0.000      0.400 
Transfer:     42.50
    161.4      3.19     57.05    1.65       56.23    24.00      0.160      0.663      0.000      0.533 
Bearing :     45.00
    177.5      3.47     57.05    0.28       56.91    24.00      0.160      0.755      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.10 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                       -0.019  2.30     -0.044
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.000
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 0.2 x L = 8.70 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
Deck + Haunch  :                       -0.038  2.30     -0.088
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.019
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 13.30 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
Deck + Haunch  :                       -0.054  2.30     -0.123
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.027
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 17.90 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
Deck + Haunch  :                       -0.063  2.30     -0.146
DL-Prec. (DC)  :                       -0.012  3.00     -0.037
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.032
DL-Comp. (DW)  :                       -0.005  3.00     -0.014
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 22.50 ft
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
Deck + Haunch  :                       -0.067  2.30     -0.153
DL-Prec. (DC)  :                       -0.013  3.00     -0.039
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 27.10 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
Deck + Haunch  :                       -0.063  2.30     -0.146
DL-Prec. (DC)  :                       -0.012  3.00     -0.037
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.032
DL-Comp. (DW)  :                       -0.005  3.00     -0.014
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 31.70 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
Deck + Haunch  :                       -0.054  2.30     -0.123
DL-Prec. (DC)  :                       -0.010  3.00     -0.031
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.027
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 36.30 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
Deck + Haunch  :                       -0.038  2.30     -0.088
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.006  3.00     -0.019
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 40.90 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
Deck + Haunch  :                       -0.019  2.30     -0.044
DL-Prec. (DC)  :                       -0.004  3.00     -0.011
Diaphragm      :                       -0.000  3.00     -0.000
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
 

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
   392.9    49.3  1.721  267.0    1.9   1.65   1857.3  0.090T 1.00       -       -     -     -  
H/2     :   2.59
   406.6    49.3  1.730  267.0    1.9   1.66   1867.0  0.090T 1.00       -       -     -     -  
0.1L    :   4.10
   616.6    49.3  1.879  266.8    2.1   1.80   2023.6  0.082T 1.00       -       -     -     -  
0.2L    :   8.70
  1138.5    49.3  2.336  266.0    2.6   2.23   2497.1  0.066T 1.00       -       -     -     -  
0.3L    :  13.30
  1480.2    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00   2497.0  1968.7    1.11    -  
0.4L    :  17.90
  1677.1    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00   2469.5  2230.5    1.12    -  
0.5L    :  22.50
  1714.2    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00   2460.2  2279.9    1.13    -  
0.6L    :  27.10
  1677.1    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00   2469.5  2230.5    1.12    -  
0.7L    :  31.70
  1480.2    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00   2497.0  1968.7    1.11    -  
0.8L    :  36.30
  1138.5    49.3  2.336  266.0    2.6   2.23   2497.1  0.066T 1.00       -       -     -     -  
0.9L    :  40.90
   616.6    49.3  1.879  266.8    2.1   1.80   2023.6  0.082T 1.00       -       -     -     -  
H/2     :  42.41
   406.6    49.3  1.730  267.0    1.9   1.66   1867.0  0.090T 1.00       -       -     -     -  
Transfer:  42.50
   392.9    49.3  1.721  267.0    1.9   1.65   1857.3  0.090T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 1; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.058
        M   2.00 Fb     0.282
 
  2   2 E  51.50 Ft     0.393
        M  51.50 Fb     0.153
 
  3   2 E  10.00 Ft     0.358
        M  10.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.276
        M   6.00 Fb     0.717
 
  5   2 E   6.00 Ft     0.194
        M   6.00 Fb     1.018
 
  6   2 E   2.00 Ft     0.065
        M   2.00 Fb     1.357
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 46.00            Release Length, ft: 46.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.34 %               Final losses: 12.23 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.357     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.065       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)                  2771.12     1714.18     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   0.297     Midspan    1.800   0.044     Midspan
    Pre.Top:   3.000   0.837     Midspan    2.250   0.645     Midspan
    Pre.Bot:   3.000   1.015    Transfer    2.250   1.142    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.001     Bearing
    Pre.Bot:  -0.420   0.217     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.477     Midspan
    Pre.Bot:                                                             2.000   0.467    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
Deck + Haunch  :                       -0.067  2.30     -0.153
DL-Prec. (DC)  :                       -0.013  3.00     -0.039
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
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   45.00
     DC  Line       0.070      0.00       0.070   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.000 ft
Release length = 46.000 ft
Design  length = 45.000 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)  : 0.780   (Calculated)    
Live Moment (1  lane  loaded)  : 0.588   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.963   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.806   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     4.10     8.70    13.30    17.90    22.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.10    24.10    24.10    24.10    24.10    24.10    24.10
  MI(Ixx) , in4   215315   216977   216977   216977   216977   216977   216977   216977
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.64    40.37    40.37    40.37    40.37    40.37    40.37    40.37
  MI(Ixx) , in4   573952   583281   583281   583281   583281   583281   583281   583281

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.92 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 10.000 in     2 @ 51.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.925 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.906 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.106 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)       
---------------------------------------------------------------------------------------------
       552.000         740 408.480      7.557 30604.441  -40780304384.000       6.126        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      5.9793    Yes
      2      US#4[M13]       60.00        0.40      15.00       5.9793     10.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.9793     35.0207    Yes
      2      US#4[M13]       60.00        0.40      15.00      35.0207     40.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.0207     42.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.4902     41.4902     No
      2      US#5[M16]       60.00        0.62      11.25      41.4902     42.4370     No
      2      US#4[M13]       60.00        0.40      10.50      42.0207     42.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      42.4370     43.2500     No
      2      US#5[M16]       60.00        0.62       9.00      43.2500     45.5000     No
      2      US#5[M16]       60.00        0.62       0.00      45.8750     45.8750     No
      2      US#4[M13]       60.00        0.40       9.00      42.8957     45.8957    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 41.0000 46.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.92 in
         P_init    =      510.4 kips  Ecc = 11.45 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.55 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.934 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.86 ksi    0.00 ksi
    due to Composite Loads                                 -0.41 ksi    0.00 ksi
    due to Live Loads                                      -2.03 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.55 ksi  ( 3.34 %)            17.27 ksi ( 8.81 %)
Total Prestress Losses                                    23.82 ksi (12.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   162.3   167.9   254.0   464.3   595.5   669.0   676.0
            V      87.0    55.4    54.3    35.3    23.2    11.1    38.4    26.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.0    79.8    79.5    75.2    63.5    52.2    41.4    32.6
            M       0.0   163.9   169.5   253.9   447.5   562.4   600.4   594.6
Total     : M+      0.0   264.2   273.4   414.7   767.3  1000.1  1135.0  1162.8
            V     130.1    93.8    92.4    70.5    49.7    28.9    47.3    26.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.1   118.2   117.7   110.5    90.0    69.9    50.4    32.8
            M       0.0   265.8   275.0   414.6   750.4   967.0  1066.3  1081.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    669.0   595.5   464.3   254.0   167.9   162.3     0.0
            V      38.4    11.1    23.2    35.3    54.3    55.4    87.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.4    52.2    63.5    75.2    79.5    79.8    87.0
            M     600.4   562.4   447.5   253.9   169.5   163.9    -0.0
Total     : M+   1135.0  1000.1   767.3   414.7   273.4   264.2     0.0
            V      47.3    28.9    49.7    70.5    92.4    93.8   130.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.4    69.9    90.0   110.5   117.7   118.2   130.1
            M    1066.3   967.0   750.4   414.6   275.0   265.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.0             15.0
Deck+Haunch            16.6             16.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           14.8             14.8
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   129.8   134.3   203.2   371.5   476.4   535.2   540.8
            V      69.6    44.3    43.4    28.2    18.6     8.9    30.7    21.0
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    69.6    63.8    63.6    60.2    50.8    41.8    33.1    26.1
            M       0.0   131.1   135.6   203.1   358.0   449.9   480.3   475.7
Total     : M+      0.0   231.7   239.8   363.9   674.4   881.0  1001.2  1027.6
            V     112.7    82.7    81.6    63.5    45.1    26.6    39.6    21.2
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   112.7   102.2   101.8    95.5    77.3    59.5    42.1    26.3
            M       0.0   233.0   241.1   363.9   660.9   854.5   946.3   962.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    535.2   476.4   371.5   203.2   134.3   129.8     0.0
            V      30.7     8.9    18.6    28.2    43.4    44.3    69.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.1    41.8    50.8    60.2    63.6    63.8    69.6
            M     480.3   449.9   358.0   203.1   135.6   131.1    -0.0
Total     : M+   1001.2   881.0   674.4   363.9   239.8   231.7     0.0
            V      39.6    26.6    45.1    63.5    81.6    82.7   112.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.1    59.5    77.3    95.5   101.8   102.2   112.7
            M     946.3   854.5   660.9   363.9   241.1   233.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    44.2    45.7    69.7   131.3   175.3   201.7   210.5
(Max)       V      18.7    16.6    16.6    15.3    11.5     7.7     3.8     0.0
Self wt.  : M       0.0    31.8    32.9    50.2    94.6   126.2   145.2   151.6
(Min)       V      13.5    12.0    11.9    11.0     8.3     5.5     2.8     0.0
DL-Prec.  : M       0.0     5.3     5.5     8.4    15.9    21.2    24.3    25.4
DC(Max)     V       2.3     2.0     2.0     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     3.8     4.0     6.1    11.4    15.2    17.5    18.3
DC(Min)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    48.9    50.7    77.2   145.5   194.2   223.4   233.2
Haunch (Max)V      20.7    18.4    18.3    17.0    12.7     8.5     4.2     0.0
Deck +    : M       0.0    35.2    36.5    55.6   104.7   139.8   160.9   167.9
Haunch (Min)V      14.9    13.3    13.2    12.2     9.2     6.1     3.1     0.0
Diaphragm : M       0.0     0.4     0.5     0.7     1.5     2.4     3.2     4.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.3     2.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.7    20.3    31.0    58.4    78.0    89.7    93.7
DC(Max)     V       8.3     7.4     7.4     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    14.2    14.7    22.3    42.1    56.2    64.6    67.4
DC(Min)     V       6.0     5.3     5.3     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    10.5    10.9    16.6    31.3    41.7    48.0    50.1
DW(Max)     V       4.5     4.0     3.9     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.6     4.7     7.2    13.5    18.1    20.8    21.7
DW(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   284.0   293.9   444.4   812.6  1042.1  1170.8  1182.9
            V     152.2    97.0    94.9    61.7    40.6    19.5    67.1    46.0
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   152.2   139.7   139.2   131.6   111.2    91.4    72.5    57.1
            M       0.0   286.9   296.6   444.3   783.1   984.1  1050.7  1040.6
Total     : M+      0.0   413.1   427.5   648.2  1196.5  1554.8  1761.3  1799.8
            V     206.8   145.6   143.3   106.4    74.2    41.9    78.4    46.2
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   206.8   188.3   187.6   176.4   144.8   113.8    83.8    57.3
            M       0.0   415.9   430.3   648.0  1167.0  1496.9  1641.1  1657.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     201.7   175.3   131.3    69.7    45.7    44.2     0.0
(Max)       V       3.8     7.7    11.5    15.3    16.6    16.6    18.7
Self wt.  : M     145.2   126.2    94.6    50.2    32.9    31.8     0.0
(Min)       V       2.8     5.5     8.3    11.0    11.9    12.0    13.5
DL-Prec.  : M      24.3    21.2    15.9     8.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.0     2.0     2.3
DL-Prec.  : M      17.5    15.2    11.4     6.1     4.0     3.8     0.0
DC(Min)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     223.4   194.2   145.5    77.2    50.7    48.9     0.0
Haunch (Max)V       4.2     8.5    12.7    17.0    18.3    18.4    20.7
Deck +    : M     160.9   139.8   104.7    55.6    36.5    35.2     0.0
Haunch (Min)V       3.1     6.1     9.2    12.2    13.2    13.3    14.9
Diaphragm : M       3.2     2.4     1.5     0.7     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.3     1.7     1.1     0.5     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      89.7    78.0    58.4    31.0    20.3    19.7     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     7.4     7.4     8.3
DL-Comp   : M      64.6    56.2    42.1    22.3    14.7    14.2     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.3     5.3     6.0
DL-Comp   : M      48.0    41.7    31.3    16.6    10.9    10.5     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.9     4.0     4.5
DL-Comp   : M      20.8    18.1    13.5     7.2     4.7     4.6     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
LL + I    : M+   1170.8  1042.1   812.6   444.4   293.9   284.0     0.0
            V      67.1    19.5    40.6    61.7    94.9    97.0   152.2
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    72.5    91.4   111.2   131.6   139.2   139.7   152.2
            M    1050.7   984.1   783.1   444.3   296.6   286.9    -0.0
Total     : M+   1761.3  1554.8  1196.5   648.2   427.5   413.1     0.0
            V      78.4    41.9    74.2   106.4   143.3   145.6   206.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.8   113.8   144.8   176.4   187.6   188.3   206.8
            M    1641.1  1496.9  1167.0   648.0   430.3   415.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.7             18.7
Deck+Haunch            20.7             20.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           22.3             22.3
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     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     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(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    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     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   113.8   117.7   175.9   307.4   401.4   455.5   466.1
            V      69.5    63.0    62.8    58.8    48.5    41.4    34.9    28.4
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    69.5    63.0    62.8    58.8    48.5    41.4    34.9    28.4
            M       0.0   113.8   117.7   175.9   307.4   401.4   455.5   466.1
Total     : M+      0.0   215.7   223.1   336.7   610.3   806.0   921.4   952.9
            V     112.6   101.4   100.9    94.1    75.0    59.1    43.8    28.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   112.6   101.4   100.9    94.1    75.0    59.1    43.8    28.6
            M       0.0   215.7   223.1   336.7   610.3   806.0   921.4   952.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
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      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
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      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    455.5   401.4   307.4   175.9   117.7   113.8     0.0
            V      34.9    41.4    48.5    58.8    62.8    63.0    69.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.9    41.4    48.5    58.8    62.8    63.0    69.5
            M     455.5   401.4   307.4   175.9   117.7   113.8     0.0
Total     : M+    921.4   806.0   610.3   336.7   223.1   215.7     0.0
            V      43.8    59.1    75.0    94.1   100.9   101.4   112.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.8    59.1    75.0    94.1   100.9   101.4   112.6
            M     921.4   806.0   610.3   336.7   223.1   215.7     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
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   0.009   0.009   0.014   0.025   0.034   0.039   0.041 
Precast-top   -0.001   0.132   0.136   0.211   0.402   0.540   0.622   0.651 
Bottom         0.217   1.141   1.137   1.069   0.896   0.771   0.697   0.671 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
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    4.10    8.70   13.30   17.90   22.50
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   0.073   0.128   0.168   0.191   0.196 
Precast-top   -0.000   0.098   0.101   0.155   0.287   0.382   0.439   0.456 
Bottom         0.108   0.476   0.471   0.388   0.193   0.052  -0.030  -0.052 
 

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
    206.8    7.0   57.0    0.239   0.0   6.00e-3 50.0    205.3     0.859    1.360      0.54
      0.0    0.3   56.9     31.5 0.115      24.6 0.87    24.00     0.099    1.520 
Transfer:   3.00
    188.3    7.0   57.0    1.432   0.0   2.60e-3 38.1    163.8     0.456    1.296      0.00
    415.9    1.5   56.3    189.0 0.106      45.4 1.63    24.00     0.099    2.355 
Critical:   5.18
    172.0    7.0   57.0    1.613   0.0   0.85e-3 32.0    109.6     0.243    1.020      0.00
    733.5    1.7   56.2    189.0 0.097      81.5 2.93    24.00     0.099    2.574 
0.1L    :   4.60
    176.4    7.0   57.0    1.564   0.0   1.28e-3 33.5    127.9     0.301    1.020      0.00
    648.0    1.6   56.2    189.0 0.100      68.1 2.45    24.00     0.099    2.511 
0.2L    :   9.20
    144.8    7.0   57.0    1.945   0.0   0.49e-3 30.7     63.5     0.135    0.320      0.00
   1167.0    2.0   56.0    189.0 0.082      97.3 3.51    24.00     0.099    1.543 
0.3L    :  13.80
    113.8    7.0   57.0    2.170   0.0   0.40e-3 30.4     24.5     0.099    0.267      0.00
   1496.9    2.3   55.9    189.0 0.065     102.0 3.68    24.00     0.099    1.810 
0.4L    :  18.40
     83.8    7.0   57.0    2.170   0.0   0.42e-3 30.5      0.0     0.099    0.267      0.00
   1641.1    2.3   55.9    189.0 0.048     101.1 3.65    24.00     0.099    2.447 
0.5L    :  23.00
     57.3    7.0   57.0    2.170   0.0   0.05e-3 29.2      0.0     0.099    0.267      0.00
   1657.5    2.3   55.9    189.0 0.033     128.3 4.64    24.00     0.099    4.114 
0.6L    :  27.60
     83.8    7.0   57.0    2.170   0.0   0.42e-3 30.5      0.0     0.099    0.267      0.00
   1641.1    2.3   55.9    189.0 0.048     101.1 3.65    24.00     0.099    2.447 
0.7L    :  32.20
    113.8    7.0   57.0    2.170   0.0   0.40e-3 30.4     24.5     0.099    0.267      0.00
   1496.9    2.3   55.9    189.0 0.065     102.0 3.68    24.00     0.099    1.810 
0.8L    :  36.80
    144.8    7.0   57.0    1.945   0.0   0.49e-3 30.7     63.5     0.135    0.320      0.00
   1167.0    2.0   56.0    189.0 0.082      97.3 3.51    24.00     0.099    1.543 
0.9L    :  41.40
    176.4    7.0   57.0    1.564   0.0   1.28e-3 33.5    127.9     0.301    1.020      0.00
    648.0    1.6   56.2    189.0 0.100      68.1 2.45    24.00     0.099    2.511 
Critical:  40.82
    172.0    7.0   57.0    1.613   0.0   0.85e-3 32.0    109.6     0.243    1.020      0.00
    733.5    1.7   56.2    189.0 0.097      81.5 2.93    24.00     0.099    2.574 
Transfer:  43.00
    188.3    7.0   57.0    1.432   0.0   2.60e-3 38.1    163.8     0.456    1.296      0.00
    415.9    1.5   56.3    189.0 0.106      45.4 1.63    24.00     0.099    2.355 
Bearing :  45.50
    206.8    7.0   57.0    0.239   0.0   6.00e-3 50.0    205.3     0.859    1.360      0.54
      0.0    0.3   56.9     31.5 0.115      24.6 0.87    24.00     0.099    1.520 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    206.8      4.04     57.05    0.25       56.92    24.00      0.160      0.946      0.000      0.533 
Transfer:      2.50
    188.3      3.72     57.05    1.50       56.30    24.00      0.160      0.839      0.000      0.533 
Critical:      4.68
    172.0      3.40     57.05    1.69       56.21    24.00      0.160      0.734      0.000      0.400 
0.1L    :      4.10
    176.4      3.48     57.05    1.64       56.23    24.00      0.160      0.762      0.000      0.400 
0.2L    :      8.70
    144.8      2.87     57.05    2.03       56.03    24.00      0.160      0.557      0.000      0.320 
0.3L    :     13.30
    113.8      2.26     57.05    2.26       55.92    24.00      0.160      0.354      0.000      0.267 
0.4L    :     17.90
     83.8      1.67     57.05    2.26       55.92    24.00      0.160      0.155      0.000      0.267 
0.5L    :     22.50
     57.3      1.14     57.05    2.26       55.92    24.00      0.160      0.000      0.000      0.267 
0.6L    :     27.10
     83.8      1.67     57.05    2.26       55.92    24.00      0.160      0.155      0.000      0.267 
0.7L    :     31.70
    113.8      2.26     57.05    2.26       55.92    24.00      0.160      0.354      0.000      0.267 
0.8L    :     36.30
    144.8      2.87     57.05    2.03       56.03    24.00      0.160      0.557      0.000      0.320 
0.9L    :     40.90
    176.4      3.48     57.05    1.64       56.23    24.00      0.160      0.762      0.000      0.400 
Critical:     40.32
    172.0      3.40     57.05    1.69       56.21    24.00      0.160      0.734      0.000      0.400 
Transfer:     42.50
    188.3      3.72     57.05    1.50       56.30    24.00      0.160      0.839      0.000      0.533 
Bearing :     45.00
    206.8      4.04     57.05    0.25       56.92    24.00      0.160      0.946      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.10 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
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          :       0.063            0.113            0.135
 
At 0.2 x L = 8.70 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
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          :       0.111            0.198            0.235
 
At 0.3 x L = 13.30 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
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          :       0.144            0.256            0.304
 
At 0.4 x L = 17.90 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
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          :       0.163            0.289            0.344
 
At 0.5 x L = 22.50 ft
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
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          :       0.169            0.300            0.357
 
At 0.6 x L = 27.10 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
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          :       0.163            0.289            0.344
 
At 0.7 x L = 31.70 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
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          :       0.144            0.256            0.304
 
At 0.8 x L = 36.30 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
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          :       0.111            0.198            0.235
 
At 0.9 x L = 40.90 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
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          :       0.063            0.113            0.135
 

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
   413.1    49.3  1.718  267.3    1.8   1.50   1859.2  0.099T 1.00       -       -     -     -  
H/2     :   2.59
   427.5    49.3  1.727  267.3    1.8   1.51   1869.0  0.099T 1.00       -       -     -     -  
0.1L    :   4.10
   648.2    49.3  1.877  267.0    1.9   1.64   2026.3  0.091T 1.00       -       -     -     -  
0.2L    :   8.70
  1196.5    49.3  2.333  266.3    2.4   2.03   2502.4  0.073T 1.00       -       -     -     -  
0.3L    :  13.30
  1554.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    843.7   843.7    3.30    -  
0.4L    :  17.90
  1761.3    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    814.9   814.9    3.41    -  
0.5L    :  22.50
  1799.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    805.0   805.0    3.46    -  
0.6L    :  27.10
  1761.3    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    814.9   814.9    3.41    -  
0.7L    :  31.70
  1554.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    843.7   843.7    3.30    -  
0.8L    :  36.30
  1196.5    49.3  2.333  266.3    2.4   2.03   2502.4  0.073T 1.00       -       -     -     -  
0.9L    :  40.90
   648.2    49.3  1.877  267.0    1.9   1.64   2026.3  0.091T 1.00       -       -     -     -  
H/2     :  42.41
   427.5    49.3  1.727  267.3    1.8   1.51   1869.0  0.099T 1.00       -       -     -     -  
Transfer:  42.50
   413.1    49.3  1.718  267.3    1.8   1.50   1859.2  0.099T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 2; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.058
        M   2.00 Fb     0.282
 
  2   2 E  51.50 Ft     0.393
        M  51.50 Fb     0.153
 
  3   2 E  10.00 Ft     0.358
        M  10.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.276
        M   6.00 Fb     0.717
 
  5   2 E   6.00 Ft     0.194
        M   6.00 Fb     1.018
 
  6   2 E   2.00 Ft     0.065
        M   2.00 Fb     1.357
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 46.00            Release Length, ft: 46.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.34 %               Final losses: 12.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.357     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.065       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)                  2781.48     1799.80     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   0.041     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.651     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.141    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   0.456     Midspan
    Pre.Bot:                                                             2.000   0.476    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
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          :       0.169            0.300            0.357
 
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   45.00
     DC  Line       0.070      0.00       0.070   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.000 ft
Release length = 46.000 ft
Design  length = 45.000 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)  : 0.780   (Calculated)    
Live Moment (1  lane  loaded)  : 0.588   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.963   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.806   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     4.10     8.70    13.30    17.90    22.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.10    24.10    24.10    24.10    24.10    24.10    24.10
  MI(Ixx) , in4   215315   216977   216977   216977   216977   216977   216977   216977
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.64    40.37    40.37    40.37    40.37    40.37    40.37    40.37
  MI(Ixx) , in4   573952   583281   583281   583281   583281   583281   583281   583281

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.92 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 10.000 in     2 @ 51.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.925 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.906 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.106 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)       
---------------------------------------------------------------------------------------------
       552.000         740 408.480      7.557 30604.441  -40780304384.000       6.126        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      5.9793    Yes
      2      US#4[M13]       60.00        0.40      15.00       5.9793     10.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.9793     35.0207    Yes
      2      US#4[M13]       60.00        0.40      15.00      35.0207     40.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.0207     42.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.4902     41.4902     No
      2      US#5[M16]       60.00        0.62      11.25      41.4902     42.4370     No
      2      US#4[M13]       60.00        0.40      10.50      42.0207     42.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      42.4370     43.2500     No
      2      US#5[M16]       60.00        0.62       9.00      43.2500     45.5000     No
      2      US#5[M16]       60.00        0.62       0.00      45.8750     45.8750     No
      2      US#4[M13]       60.00        0.40       9.00      42.8957     45.8957    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 41.0000 46.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.92 in
         P_init    =      510.4 kips  Ecc = 11.45 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.55 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.934 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.86 ksi    0.00 ksi
    due to Composite Loads                                 -0.41 ksi    0.00 ksi
    due to Live Loads                                      -2.03 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.55 ksi  ( 3.34 %)            17.27 ksi ( 8.81 %)
Total Prestress Losses                                    23.82 ksi (12.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   162.3   167.9   254.0   464.3   595.5   669.0   676.0
            V      87.0    55.4    54.3    35.3    23.2    11.1    38.4    26.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.0    79.8    79.5    75.2    63.5    52.2    41.4    32.6
            M       0.0   163.9   169.5   253.9   447.5   562.4   600.4   594.6
Total     : M+      0.0   264.2   273.4   414.7   767.3  1000.1  1135.0  1162.8
            V     130.1    93.8    92.4    70.5    49.7    28.9    47.3    26.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.1   118.2   117.7   110.5    90.0    69.9    50.4    32.8
            M       0.0   265.8   275.0   414.6   750.4   967.0  1066.3  1081.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    669.0   595.5   464.3   254.0   167.9   162.3     0.0
            V      38.4    11.1    23.2    35.3    54.3    55.4    87.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.4    52.2    63.5    75.2    79.5    79.8    87.0
            M     600.4   562.4   447.5   253.9   169.5   163.9    -0.0
Total     : M+   1135.0  1000.1   767.3   414.7   273.4   264.2     0.0
            V      47.3    28.9    49.7    70.5    92.4    93.8   130.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.4    69.9    90.0   110.5   117.7   118.2   130.1
            M    1066.3   967.0   750.4   414.6   275.0   265.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.0             15.0
Deck+Haunch            16.6             16.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           14.8             14.8
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   129.8   134.3   203.2   371.5   476.4   535.2   540.8
            V      69.6    44.3    43.4    28.2    18.6     8.9    30.7    21.0
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    69.6    63.8    63.6    60.2    50.8    41.8    33.1    26.1
            M       0.0   131.1   135.6   203.1   358.0   449.9   480.3   475.7
Total     : M+      0.0   231.7   239.8   363.9   674.4   881.0  1001.2  1027.6
            V     112.7    82.7    81.6    63.5    45.1    26.6    39.6    21.2
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   112.7   102.2   101.8    95.5    77.3    59.5    42.1    26.3
            M       0.0   233.0   241.1   363.9   660.9   854.5   946.3   962.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    535.2   476.4   371.5   203.2   134.3   129.8     0.0
            V      30.7     8.9    18.6    28.2    43.4    44.3    69.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.1    41.8    50.8    60.2    63.6    63.8    69.6
            M     480.3   449.9   358.0   203.1   135.6   131.1    -0.0
Total     : M+   1001.2   881.0   674.4   363.9   239.8   231.7     0.0
            V      39.6    26.6    45.1    63.5    81.6    82.7   112.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.1    59.5    77.3    95.5   101.8   102.2   112.7
            M     946.3   854.5   660.9   363.9   241.1   233.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    44.2    45.7    69.7   131.3   175.3   201.7   210.5
(Max)       V      18.7    16.6    16.6    15.3    11.5     7.7     3.8     0.0
Self wt.  : M       0.0    31.8    32.9    50.2    94.6   126.2   145.2   151.6
(Min)       V      13.5    12.0    11.9    11.0     8.3     5.5     2.8     0.0
DL-Prec.  : M       0.0     5.3     5.5     8.4    15.9    21.2    24.3    25.4
DC(Max)     V       2.3     2.0     2.0     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     3.8     4.0     6.1    11.4    15.2    17.5    18.3
DC(Min)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    48.9    50.7    77.2   145.5   194.2   223.4   233.2
Haunch (Max)V      20.7    18.4    18.3    17.0    12.7     8.5     4.2     0.0
Deck +    : M       0.0    35.2    36.5    55.6   104.7   139.8   160.9   167.9
Haunch (Min)V      14.9    13.3    13.2    12.2     9.2     6.1     3.1     0.0
Diaphragm : M       0.0     0.4     0.5     0.7     1.5     2.4     3.2     4.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.3     2.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.7    20.3    31.0    58.4    78.0    89.7    93.7
DC(Max)     V       8.3     7.4     7.4     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    14.2    14.7    22.3    42.1    56.2    64.6    67.4
DC(Min)     V       6.0     5.3     5.3     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    10.5    10.9    16.6    31.3    41.7    48.0    50.1
DW(Max)     V       4.5     4.0     3.9     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.6     4.7     7.2    13.5    18.1    20.8    21.7
DW(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   284.0   293.9   444.4   812.6  1042.1  1170.8  1182.9
            V     152.2    97.0    94.9    61.7    40.6    19.5    67.1    46.0
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   152.2   139.7   139.2   131.6   111.2    91.4    72.5    57.1
            M       0.0   286.9   296.6   444.3   783.1   984.1  1050.7  1040.6
Total     : M+      0.0   413.1   427.5   648.2  1196.5  1554.8  1761.3  1799.8
            V     206.8   145.6   143.3   106.4    74.2    41.9    78.4    46.2
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   206.8   188.3   187.6   176.4   144.8   113.8    83.8    57.3
            M       0.0   415.9   430.3   648.0  1167.0  1496.9  1641.1  1657.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     201.7   175.3   131.3    69.7    45.7    44.2     0.0
(Max)       V       3.8     7.7    11.5    15.3    16.6    16.6    18.7
Self wt.  : M     145.2   126.2    94.6    50.2    32.9    31.8     0.0
(Min)       V       2.8     5.5     8.3    11.0    11.9    12.0    13.5
DL-Prec.  : M      24.3    21.2    15.9     8.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.0     2.0     2.3
DL-Prec.  : M      17.5    15.2    11.4     6.1     4.0     3.8     0.0
DC(Min)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     223.4   194.2   145.5    77.2    50.7    48.9     0.0
Haunch (Max)V       4.2     8.5    12.7    17.0    18.3    18.4    20.7
Deck +    : M     160.9   139.8   104.7    55.6    36.5    35.2     0.0
Haunch (Min)V       3.1     6.1     9.2    12.2    13.2    13.3    14.9
Diaphragm : M       3.2     2.4     1.5     0.7     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.3     1.7     1.1     0.5     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      89.7    78.0    58.4    31.0    20.3    19.7     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     7.4     7.4     8.3
DL-Comp   : M      64.6    56.2    42.1    22.3    14.7    14.2     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.3     5.3     6.0
DL-Comp   : M      48.0    41.7    31.3    16.6    10.9    10.5     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.9     4.0     4.5
DL-Comp   : M      20.8    18.1    13.5     7.2     4.7     4.6     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
LL + I    : M+   1170.8  1042.1   812.6   444.4   293.9   284.0     0.0
            V      67.1    19.5    40.6    61.7    94.9    97.0   152.2
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    72.5    91.4   111.2   131.6   139.2   139.7   152.2
            M    1050.7   984.1   783.1   444.3   296.6   286.9    -0.0
Total     : M+   1761.3  1554.8  1196.5   648.2   427.5   413.1     0.0
            V      78.4    41.9    74.2   106.4   143.3   145.6   206.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.8   113.8   144.8   176.4   187.6   188.3   206.8
            M    1641.1  1496.9  1167.0   648.0   430.3   415.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.7             18.7
Deck+Haunch            20.7             20.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           22.3             22.3
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     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     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(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    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     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   113.8   117.7   175.9   307.4   401.4   455.5   466.1
            V      69.5    63.0    62.8    58.8    48.5    41.4    34.9    28.4
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    69.5    63.0    62.8    58.8    48.5    41.4    34.9    28.4
            M       0.0   113.8   117.7   175.9   307.4   401.4   455.5   466.1
Total     : M+      0.0   215.7   223.1   336.7   610.3   806.0   921.4   952.9
            V     112.6   101.4   100.9    94.1    75.0    59.1    43.8    28.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   112.6   101.4   100.9    94.1    75.0    59.1    43.8    28.6
            M       0.0   215.7   223.1   336.7   610.3   806.0   921.4   952.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
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      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
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      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    455.5   401.4   307.4   175.9   117.7   113.8     0.0
            V      34.9    41.4    48.5    58.8    62.8    63.0    69.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.9    41.4    48.5    58.8    62.8    63.0    69.5
            M     455.5   401.4   307.4   175.9   117.7   113.8     0.0
Total     : M+    921.4   806.0   610.3   336.7   223.1   215.7     0.0
            V      43.8    59.1    75.0    94.1   100.9   101.4   112.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.8    59.1    75.0    94.1   100.9   101.4   112.6
            M     921.4   806.0   610.3   336.7   223.1   215.7     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
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   0.009   0.009   0.014   0.025   0.034   0.039   0.041 
Precast-top   -0.001   0.132   0.136   0.211   0.402   0.540   0.622   0.651 
Bottom         0.217   1.141   1.137   1.069   0.896   0.771   0.697   0.671 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
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    4.10    8.70   13.30   17.90   22.50
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   0.073   0.128   0.168   0.191   0.196 
Precast-top   -0.000   0.098   0.101   0.155   0.287   0.382   0.439   0.456 
Bottom         0.108   0.476   0.471   0.388   0.193   0.052  -0.030  -0.052 
 

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
    206.8    7.0   57.0    0.239   0.0   6.00e-3 50.0    205.3     0.859    1.360      0.54
      0.0    0.3   56.9     31.5 0.115      24.6 0.87    24.00     0.099    1.520 
Transfer:   3.00
    188.3    7.0   57.0    1.432   0.0   2.60e-3 38.1    163.8     0.456    1.296      0.00
    415.9    1.5   56.3    189.0 0.106      45.4 1.63    24.00     0.099    2.355 
Critical:   5.18
    172.0    7.0   57.0    1.613   0.0   0.85e-3 32.0    109.6     0.243    1.020      0.00
    733.5    1.7   56.2    189.0 0.097      81.5 2.93    24.00     0.099    2.574 
0.1L    :   4.60
    176.4    7.0   57.0    1.564   0.0   1.28e-3 33.5    127.9     0.301    1.020      0.00
    648.0    1.6   56.2    189.0 0.100      68.1 2.45    24.00     0.099    2.511 
0.2L    :   9.20
    144.8    7.0   57.0    1.945   0.0   0.49e-3 30.7     63.5     0.135    0.320      0.00
   1167.0    2.0   56.0    189.0 0.082      97.3 3.51    24.00     0.099    1.543 
0.3L    :  13.80
    113.8    7.0   57.0    2.170   0.0   0.40e-3 30.4     24.5     0.099    0.267      0.00
   1496.9    2.3   55.9    189.0 0.065     102.0 3.68    24.00     0.099    1.810 
0.4L    :  18.40
     83.8    7.0   57.0    2.170   0.0   0.42e-3 30.5      0.0     0.099    0.267      0.00
   1641.1    2.3   55.9    189.0 0.048     101.1 3.65    24.00     0.099    2.447 
0.5L    :  23.00
     57.3    7.0   57.0    2.170   0.0   0.05e-3 29.2      0.0     0.099    0.267      0.00
   1657.5    2.3   55.9    189.0 0.033     128.3 4.64    24.00     0.099    4.114 
0.6L    :  27.60
     83.8    7.0   57.0    2.170   0.0   0.42e-3 30.5      0.0     0.099    0.267      0.00
   1641.1    2.3   55.9    189.0 0.048     101.1 3.65    24.00     0.099    2.447 
0.7L    :  32.20
    113.8    7.0   57.0    2.170   0.0   0.40e-3 30.4     24.5     0.099    0.267      0.00
   1496.9    2.3   55.9    189.0 0.065     102.0 3.68    24.00     0.099    1.810 
0.8L    :  36.80
    144.8    7.0   57.0    1.945   0.0   0.49e-3 30.7     63.5     0.135    0.320      0.00
   1167.0    2.0   56.0    189.0 0.082      97.3 3.51    24.00     0.099    1.543 
0.9L    :  41.40
    176.4    7.0   57.0    1.564   0.0   1.28e-3 33.5    127.9     0.301    1.020      0.00
    648.0    1.6   56.2    189.0 0.100      68.1 2.45    24.00     0.099    2.511 
Critical:  40.82
    172.0    7.0   57.0    1.613   0.0   0.85e-3 32.0    109.6     0.243    1.020      0.00
    733.5    1.7   56.2    189.0 0.097      81.5 2.93    24.00     0.099    2.574 
Transfer:  43.00
    188.3    7.0   57.0    1.432   0.0   2.60e-3 38.1    163.8     0.456    1.296      0.00
    415.9    1.5   56.3    189.0 0.106      45.4 1.63    24.00     0.099    2.355 
Bearing :  45.50
    206.8    7.0   57.0    0.239   0.0   6.00e-3 50.0    205.3     0.859    1.360      0.54
      0.0    0.3   56.9     31.5 0.115      24.6 0.87    24.00     0.099    1.520 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    206.8      4.04     57.05    0.25       56.92    24.00      0.160      0.946      0.000      0.533 
Transfer:      2.50
    188.3      3.72     57.05    1.50       56.30    24.00      0.160      0.839      0.000      0.533 
Critical:      4.68
    172.0      3.40     57.05    1.69       56.21    24.00      0.160      0.734      0.000      0.400 
0.1L    :      4.10
    176.4      3.48     57.05    1.64       56.23    24.00      0.160      0.762      0.000      0.400 
0.2L    :      8.70
    144.8      2.87     57.05    2.03       56.03    24.00      0.160      0.557      0.000      0.320 
0.3L    :     13.30
    113.8      2.26     57.05    2.26       55.92    24.00      0.160      0.354      0.000      0.267 
0.4L    :     17.90
     83.8      1.67     57.05    2.26       55.92    24.00      0.160      0.155      0.000      0.267 
0.5L    :     22.50
     57.3      1.14     57.05    2.26       55.92    24.00      0.160      0.000      0.000      0.267 
0.6L    :     27.10
     83.8      1.67     57.05    2.26       55.92    24.00      0.160      0.155      0.000      0.267 
0.7L    :     31.70
    113.8      2.26     57.05    2.26       55.92    24.00      0.160      0.354      0.000      0.267 
0.8L    :     36.30
    144.8      2.87     57.05    2.03       56.03    24.00      0.160      0.557      0.000      0.320 
0.9L    :     40.90
    176.4      3.48     57.05    1.64       56.23    24.00      0.160      0.762      0.000      0.400 
Critical:     40.32
    172.0      3.40     57.05    1.69       56.21    24.00      0.160      0.734      0.000      0.400 
Transfer:     42.50
    188.3      3.72     57.05    1.50       56.30    24.00      0.160      0.839      0.000      0.533 
Bearing :     45.00
    206.8      4.04     57.05    0.25       56.92    24.00      0.160      0.946      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.10 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
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          :       0.063            0.113            0.135
 
At 0.2 x L = 8.70 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
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          :       0.111            0.198            0.235
 
At 0.3 x L = 13.30 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
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          :       0.144            0.256            0.304
 
At 0.4 x L = 17.90 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
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          :       0.163            0.289            0.344
 
At 0.5 x L = 22.50 ft
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
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          :       0.169            0.300            0.357
 
At 0.6 x L = 27.10 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
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          :       0.163            0.289            0.344
 
At 0.7 x L = 31.70 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
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          :       0.144            0.256            0.304
 
At 0.8 x L = 36.30 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
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          :       0.111            0.198            0.235
 
At 0.9 x L = 40.90 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
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          :       0.063            0.113            0.135
 

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
   413.1    49.3  1.718  267.3    1.8   1.50   1859.2  0.099T 1.00       -       -     -     -  
H/2     :   2.59
   427.5    49.3  1.727  267.3    1.8   1.51   1869.0  0.099T 1.00       -       -     -     -  
0.1L    :   4.10
   648.2    49.3  1.877  267.0    1.9   1.64   2026.3  0.091T 1.00       -       -     -     -  
0.2L    :   8.70
  1196.5    49.3  2.333  266.3    2.4   2.03   2502.4  0.073T 1.00       -       -     -     -  
0.3L    :  13.30
  1554.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    843.7   843.7    3.30    -  
0.4L    :  17.90
  1761.3    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    814.9   814.9    3.41    -  
0.5L    :  22.50
  1799.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    805.0   805.0    3.46    -  
0.6L    :  27.10
  1761.3    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    814.9   814.9    3.41    -  
0.7L    :  31.70
  1554.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    843.7   843.7    3.30    -  
0.8L    :  36.30
  1196.5    49.3  2.333  266.3    2.4   2.03   2502.4  0.073T 1.00       -       -     -     -  
0.9L    :  40.90
   648.2    49.3  1.877  267.0    1.9   1.64   2026.3  0.091T 1.00       -       -     -     -  
H/2     :  42.41
   427.5    49.3  1.727  267.3    1.8   1.51   1869.0  0.099T 1.00       -       -     -     -  
Transfer:  42.50
   413.1    49.3  1.718  267.3    1.8   1.50   1859.2  0.099T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 3; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.058
        M   2.00 Fb     0.282
 
  2   2 E  51.50 Ft     0.393
        M  51.50 Fb     0.153
 
  3   2 E  10.00 Ft     0.358
        M  10.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.276
        M   6.00 Fb     0.717
 
  5   2 E   6.00 Ft     0.194
        M   6.00 Fb     1.018
 
  6   2 E   2.00 Ft     0.065
        M   2.00 Fb     1.357
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 46.00            Release Length, ft: 46.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.34 %               Final losses: 12.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.357     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.065       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)                  2781.48     1799.80     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   0.041     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.651     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.141    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   0.456     Midspan
    Pre.Bot:                                                             2.000   0.476    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
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          :       0.169            0.300            0.357
 
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   45.00
     DC  Line       0.070      0.00       0.070   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.000 ft
Release length = 46.000 ft
Design  length = 45.000 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)  : 0.780   (Calculated)    
Live Moment (1  lane  loaded)  : 0.588   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.963   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.806   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     4.10     8.70    13.30    17.90    22.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.10    24.10    24.10    24.10    24.10    24.10    24.10
  MI(Ixx) , in4   215315   216977   216977   216977   216977   216977   216977   216977
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.1   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3   1245.3
  Yb      ,  in    40.64    40.37    40.37    40.37    40.37    40.37    40.37    40.37
  MI(Ixx) , in4   573952   583281   583281   583281   583281   583281   583281   583281

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.92 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 10.000 in     2 @ 51.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.925 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.906 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.106 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)       
---------------------------------------------------------------------------------------------
       552.000         740 408.480      7.557 30604.441  -40780304384.000       6.126        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      5.9793    Yes
      2      US#4[M13]       60.00        0.40      15.00       5.9793     10.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.9793     35.0207    Yes
      2      US#4[M13]       60.00        0.40      15.00      35.0207     40.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.0207     42.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.4902     41.4902     No
      2      US#5[M16]       60.00        0.62      11.25      41.4902     42.4370     No
      2      US#4[M13]       60.00        0.40      10.50      42.0207     42.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      42.4370     43.2500     No
      2      US#5[M16]       60.00        0.62       9.00      43.2500     45.5000     No
      2      US#5[M16]       60.00        0.62       0.00      45.8750     45.8750     No
      2      US#4[M13]       60.00        0.40       9.00      42.8957     45.8957    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 41.0000 46.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.92 in
         P_init    =      510.4 kips  Ecc = 11.45 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.55 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.934 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.86 ksi    0.00 ksi
    due to Composite Loads                                 -0.41 ksi    0.00 ksi
    due to Live Loads                                      -2.03 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.55 ksi  ( 3.34 %)            17.27 ksi ( 8.81 %)
Total Prestress Losses                                    23.82 ksi (12.15 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   162.3   167.9   254.0   464.3   595.5   669.0   676.0
            V      87.0    55.4    54.3    35.3    23.2    11.1    38.4    26.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    87.0    79.8    79.5    75.2    63.5    52.2    41.4    32.6
            M       0.0   163.9   169.5   253.9   447.5   562.4   600.4   594.6
Total     : M+      0.0   264.2   273.4   414.7   767.3  1000.1  1135.0  1162.8
            V     130.1    93.8    92.4    70.5    49.7    28.9    47.3    26.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.1   118.2   117.7   110.5    90.0    69.9    50.4    32.8
            M       0.0   265.8   275.0   414.6   750.4   967.0  1066.3  1081.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    669.0   595.5   464.3   254.0   167.9   162.3     0.0
            V      38.4    11.1    23.2    35.3    54.3    55.4    87.0
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    41.4    52.2    63.5    75.2    79.5    79.8    87.0
            M     600.4   562.4   447.5   253.9   169.5   163.9    -0.0
Total     : M+   1135.0  1000.1   767.3   414.7   273.4   264.2     0.0
            V      47.3    28.9    49.7    70.5    92.4    93.8   130.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    50.4    69.9    90.0   110.5   117.7   118.2   130.1
            M    1066.3   967.0   750.4   414.6   275.0   265.8    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.0             15.0
Deck+Haunch            16.6             16.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.8              1.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           14.8             14.8
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     0.0
Diaphragm : M       0.0     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   129.8   134.3   203.2   371.5   476.4   535.2   540.8
            V      69.6    44.3    43.4    28.2    18.6     8.9    30.7    21.0
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    69.6    63.8    63.6    60.2    50.8    41.8    33.1    26.1
            M       0.0   131.1   135.6   203.1   358.0   449.9   480.3   475.7
Total     : M+      0.0   231.7   239.8   363.9   674.4   881.0  1001.2  1027.6
            V     112.7    82.7    81.6    63.5    45.1    26.6    39.6    21.2
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   112.7   102.2   101.8    95.5    77.3    59.5    42.1    26.3
            M       0.0   233.0   241.1   363.9   660.9   854.5   946.3   962.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    535.2   476.4   371.5   203.2   134.3   129.8     0.0
            V      30.7     8.9    18.6    28.2    43.4    44.3    69.6
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.1    41.8    50.8    60.2    63.6    63.8    69.6
            M     480.3   449.9   358.0   203.1   135.6   131.1    -0.0
Total     : M+   1001.2   881.0   674.4   363.9   239.8   231.7     0.0
            V      39.6    26.6    45.1    63.5    81.6    82.7   112.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.1    59.5    77.3    95.5   101.8   102.2   112.7
            M     946.3   854.5   660.9   363.9   241.1   233.0    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    44.2    45.7    69.7   131.3   175.3   201.7   210.5
(Max)       V      18.7    16.6    16.6    15.3    11.5     7.7     3.8     0.0
Self wt.  : M       0.0    31.8    32.9    50.2    94.6   126.2   145.2   151.6
(Min)       V      13.5    12.0    11.9    11.0     8.3     5.5     2.8     0.0
DL-Prec.  : M       0.0     5.3     5.5     8.4    15.9    21.2    24.3    25.4
DC(Max)     V       2.3     2.0     2.0     1.8     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     3.8     4.0     6.1    11.4    15.2    17.5    18.3
DC(Min)     V       1.6     1.4     1.4     1.3     1.0     0.7     0.3     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    48.9    50.7    77.2   145.5   194.2   223.4   233.2
Haunch (Max)V      20.7    18.4    18.3    17.0    12.7     8.5     4.2     0.0
Deck +    : M       0.0    35.2    36.5    55.6   104.7   139.8   160.9   167.9
Haunch (Min)V      14.9    13.3    13.2    12.2     9.2     6.1     3.1     0.0
Diaphragm : M       0.0     0.4     0.5     0.7     1.5     2.4     3.2     4.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.5     1.1     1.7     2.3     2.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.7    20.3    31.0    58.4    78.0    89.7    93.7
DC(Max)     V       8.3     7.4     7.4     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    14.2    14.7    22.3    42.1    56.2    64.6    67.4
DC(Min)     V       6.0     5.3     5.3     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    10.5    10.9    16.6    31.3    41.7    48.0    50.1
DW(Max)     V       4.5     4.0     3.9     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.6     4.7     7.2    13.5    18.1    20.8    21.7
DW(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   284.0   293.9   444.4   812.6  1042.1  1170.8  1182.9
            V     152.2    97.0    94.9    61.7    40.6    19.5    67.1    46.0
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   152.2   139.7   139.2   131.6   111.2    91.4    72.5    57.1
            M       0.0   286.9   296.6   444.3   783.1   984.1  1050.7  1040.6
Total     : M+      0.0   413.1   427.5   648.2  1196.5  1554.8  1761.3  1799.8
            V     206.8   145.6   143.3   106.4    74.2    41.9    78.4    46.2
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   206.8   188.3   187.6   176.4   144.8   113.8    83.8    57.3
            M       0.0   415.9   430.3   648.0  1167.0  1496.9  1641.1  1657.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     201.7   175.3   131.3    69.7    45.7    44.2     0.0
(Max)       V       3.8     7.7    11.5    15.3    16.6    16.6    18.7
Self wt.  : M     145.2   126.2    94.6    50.2    32.9    31.8     0.0
(Min)       V       2.8     5.5     8.3    11.0    11.9    12.0    13.5
DL-Prec.  : M      24.3    21.2    15.9     8.4     5.5     5.3     0.0
DC(Max)     V       0.5     0.9     1.4     1.8     2.0     2.0     2.3
DL-Prec.  : M      17.5    15.2    11.4     6.1     4.0     3.8     0.0
DC(Min)     V       0.3     0.7     1.0     1.3     1.4     1.4     1.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     223.4   194.2   145.5    77.2    50.7    48.9     0.0
Haunch (Max)V       4.2     8.5    12.7    17.0    18.3    18.4    20.7
Deck +    : M     160.9   139.8   104.7    55.6    36.5    35.2     0.0
Haunch (Min)V       3.1     6.1     9.2    12.2    13.2    13.3    14.9
Diaphragm : M       3.2     2.4     1.5     0.7     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.3     1.7     1.1     0.5     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      89.7    78.0    58.4    31.0    20.3    19.7     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     7.4     7.4     8.3
DL-Comp   : M      64.6    56.2    42.1    22.3    14.7    14.2     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.3     5.3     6.0
DL-Comp   : M      48.0    41.7    31.3    16.6    10.9    10.5     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.9     4.0     4.5
DL-Comp   : M      20.8    18.1    13.5     7.2     4.7     4.6     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
LL + I    : M+   1170.8  1042.1   812.6   444.4   293.9   284.0     0.0
            V      67.1    19.5    40.6    61.7    94.9    97.0   152.2
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    72.5    91.4   111.2   131.6   139.2   139.7   152.2
            M    1050.7   984.1   783.1   444.3   296.6   286.9    -0.0
Total     : M+   1761.3  1554.8  1196.5   648.2   427.5   413.1     0.0
            V      78.4    41.9    74.2   106.4   143.3   145.6   206.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    83.8   113.8   144.8   176.4   187.6   188.3   206.8
            M    1641.1  1496.9  1167.0   648.0   430.3   415.9    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.7             18.7
Deck+Haunch            20.7             20.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           22.3             22.3
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.3     4.4     6.7    12.7    16.9    19.5    20.3
DC(Max)     V       1.8     1.6     1.6     1.5     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    39.2    40.5    61.8   116.4   155.4   178.8   186.5
Haunch (Max)V      16.6    14.7    14.7    13.6    10.2     6.8     3.4     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     0.4     0.4     0.6     1.2     1.9     2.6     3.2
(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    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     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   113.8   117.7   175.9   307.4   401.4   455.5   466.1
            V      69.5    63.0    62.8    58.8    48.5    41.4    34.9    28.4
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    69.5    63.0    62.8    58.8    48.5    41.4    34.9    28.4
            M       0.0   113.8   117.7   175.9   307.4   401.4   455.5   466.1
Total     : M+      0.0   215.7   223.1   336.7   610.3   806.0   921.4   952.9
            V     112.6   101.4   100.9    94.1    75.0    59.1    43.8    28.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   112.6   101.4   100.9    94.1    75.0    59.1    43.8    28.6
            M       0.0   215.7   223.1   336.7   610.3   806.0   921.4   952.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
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      19.5    16.9    12.7     6.7     4.4     4.3     0.0
DC(Max)     V       0.4     0.7     1.1     1.5     1.6     1.6     1.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     178.8   155.4   116.4    61.8    40.5    39.2     0.0
Haunch (Max)V       3.4     6.8    10.2    13.6    14.7    14.7    16.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.6     1.9     1.2     0.6     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      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
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      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    455.5   401.4   307.4   175.9   117.7   113.8     0.0
            V      34.9    41.4    48.5    58.8    62.8    63.0    69.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.9    41.4    48.5    58.8    62.8    63.0    69.5
            M     455.5   401.4   307.4   175.9   117.7   113.8     0.0
Total     : M+    921.4   806.0   610.3   336.7   223.1   215.7     0.0
            V      43.8    59.1    75.0    94.1   100.9   101.4   112.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.8    59.1    75.0    94.1   100.9   101.4   112.6
            M     921.4   806.0   610.3   336.7   223.1   215.7     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
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   0.009   0.009   0.014   0.025   0.034   0.039   0.041 
Precast-top   -0.001   0.132   0.136   0.211   0.402   0.540   0.622   0.651 
Bottom         0.217   1.141   1.137   1.069   0.896   0.771   0.697   0.671 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
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    4.10    8.70   13.30   17.90   22.50
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   0.073   0.128   0.168   0.191   0.196 
Precast-top   -0.000   0.098   0.101   0.155   0.287   0.382   0.439   0.456 
Bottom         0.108   0.476   0.471   0.388   0.193   0.052  -0.030  -0.052 
 

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
    206.8    7.0   57.0    0.239   0.0   6.00e-3 50.0    205.3     0.859    1.360      0.54
      0.0    0.3   56.9     31.5 0.115      24.6 0.87    24.00     0.099    1.520 
Transfer:   3.00
    188.3    7.0   57.0    1.432   0.0   2.60e-3 38.1    163.8     0.456    1.296      0.00
    415.9    1.5   56.3    189.0 0.106      45.4 1.63    24.00     0.099    2.355 
Critical:   5.18
    172.0    7.0   57.0    1.613   0.0   0.85e-3 32.0    109.6     0.243    1.020      0.00
    733.5    1.7   56.2    189.0 0.097      81.5 2.93    24.00     0.099    2.574 
0.1L    :   4.60
    176.4    7.0   57.0    1.564   0.0   1.28e-3 33.5    127.9     0.301    1.020      0.00
    648.0    1.6   56.2    189.0 0.100      68.1 2.45    24.00     0.099    2.511 
0.2L    :   9.20
    144.8    7.0   57.0    1.945   0.0   0.49e-3 30.7     63.5     0.135    0.320      0.00
   1167.0    2.0   56.0    189.0 0.082      97.3 3.51    24.00     0.099    1.543 
0.3L    :  13.80
    113.8    7.0   57.0    2.170   0.0   0.40e-3 30.4     24.5     0.099    0.267      0.00
   1496.9    2.3   55.9    189.0 0.065     102.0 3.68    24.00     0.099    1.810 
0.4L    :  18.40
     83.8    7.0   57.0    2.170   0.0   0.42e-3 30.5      0.0     0.099    0.267      0.00
   1641.1    2.3   55.9    189.0 0.048     101.1 3.65    24.00     0.099    2.447 
0.5L    :  23.00
     57.3    7.0   57.0    2.170   0.0   0.05e-3 29.2      0.0     0.099    0.267      0.00
   1657.5    2.3   55.9    189.0 0.033     128.3 4.64    24.00     0.099    4.114 
0.6L    :  27.60
     83.8    7.0   57.0    2.170   0.0   0.42e-3 30.5      0.0     0.099    0.267      0.00
   1641.1    2.3   55.9    189.0 0.048     101.1 3.65    24.00     0.099    2.447 
0.7L    :  32.20
    113.8    7.0   57.0    2.170   0.0   0.40e-3 30.4     24.5     0.099    0.267      0.00
   1496.9    2.3   55.9    189.0 0.065     102.0 3.68    24.00     0.099    1.810 
0.8L    :  36.80
    144.8    7.0   57.0    1.945   0.0   0.49e-3 30.7     63.5     0.135    0.320      0.00
   1167.0    2.0   56.0    189.0 0.082      97.3 3.51    24.00     0.099    1.543 
0.9L    :  41.40
    176.4    7.0   57.0    1.564   0.0   1.28e-3 33.5    127.9     0.301    1.020      0.00
    648.0    1.6   56.2    189.0 0.100      68.1 2.45    24.00     0.099    2.511 
Critical:  40.82
    172.0    7.0   57.0    1.613   0.0   0.85e-3 32.0    109.6     0.243    1.020      0.00
    733.5    1.7   56.2    189.0 0.097      81.5 2.93    24.00     0.099    2.574 
Transfer:  43.00
    188.3    7.0   57.0    1.432   0.0   2.60e-3 38.1    163.8     0.456    1.296      0.00
    415.9    1.5   56.3    189.0 0.106      45.4 1.63    24.00     0.099    2.355 
Bearing :  45.50
    206.8    7.0   57.0    0.239   0.0   6.00e-3 50.0    205.3     0.859    1.360      0.54
      0.0    0.3   56.9     31.5 0.115      24.6 0.87    24.00     0.099    1.520 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    206.8      4.04     57.05    0.25       56.92    24.00      0.160      0.946      0.000      0.533 
Transfer:      2.50
    188.3      3.72     57.05    1.50       56.30    24.00      0.160      0.839      0.000      0.533 
Critical:      4.68
    172.0      3.40     57.05    1.69       56.21    24.00      0.160      0.734      0.000      0.400 
0.1L    :      4.10
    176.4      3.48     57.05    1.64       56.23    24.00      0.160      0.762      0.000      0.400 
0.2L    :      8.70
    144.8      2.87     57.05    2.03       56.03    24.00      0.160      0.557      0.000      0.320 
0.3L    :     13.30
    113.8      2.26     57.05    2.26       55.92    24.00      0.160      0.354      0.000      0.267 
0.4L    :     17.90
     83.8      1.67     57.05    2.26       55.92    24.00      0.160      0.155      0.000      0.267 
0.5L    :     22.50
     57.3      1.14     57.05    2.26       55.92    24.00      0.160      0.000      0.000      0.267 
0.6L    :     27.10
     83.8      1.67     57.05    2.26       55.92    24.00      0.160      0.155      0.000      0.267 
0.7L    :     31.70
    113.8      2.26     57.05    2.26       55.92    24.00      0.160      0.354      0.000      0.267 
0.8L    :     36.30
    144.8      2.87     57.05    2.03       56.03    24.00      0.160      0.557      0.000      0.320 
0.9L    :     40.90
    176.4      3.48     57.05    1.64       56.23    24.00      0.160      0.762      0.000      0.400 
Critical:     40.32
    172.0      3.40     57.05    1.69       56.21    24.00      0.160      0.734      0.000      0.400 
Transfer:     42.50
    188.3      3.72     57.05    1.50       56.30    24.00      0.160      0.839      0.000      0.533 
Bearing :     45.00
    206.8      4.04     57.05    0.25       56.92    24.00      0.160      0.946      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.10 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
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          :       0.063            0.113            0.135
 
At 0.2 x L = 8.70 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
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          :       0.111            0.198            0.235
 
At 0.3 x L = 13.30 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
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          :       0.144            0.256            0.304
 
At 0.4 x L = 17.90 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
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          :       0.163            0.289            0.344
 
At 0.5 x L = 22.50 ft
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
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          :       0.169            0.300            0.357
 
At 0.6 x L = 27.10 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
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          :       0.163            0.289            0.344
 
At 0.7 x L = 31.70 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
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          :       0.144            0.256            0.304
 
At 0.8 x L = 36.30 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
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          :       0.111            0.198            0.235
 
At 0.9 x L = 40.90 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
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          :       0.063            0.113            0.135
 

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
   413.1    49.3  1.718  267.3    1.8   1.50   1859.2  0.099T 1.00       -       -     -     -  
H/2     :   2.59
   427.5    49.3  1.727  267.3    1.8   1.51   1869.0  0.099T 1.00       -       -     -     -  
0.1L    :   4.10
   648.2    49.3  1.877  267.0    1.9   1.64   2026.3  0.091T 1.00       -       -     -     -  
0.2L    :   8.70
  1196.5    49.3  2.333  266.3    2.4   2.03   2502.4  0.073T 1.00       -       -     -     -  
0.3L    :  13.30
  1554.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    843.7   843.7    3.30    -  
0.4L    :  17.90
  1761.3    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    814.9   814.9    3.41    -  
0.5L    :  22.50
  1799.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    805.0   805.0    3.46    -  
0.6L    :  27.10
  1761.3    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    814.9   814.9    3.41    -  
0.7L    :  31.70
  1554.8    49.3  2.604  265.9    2.7   2.26   2781.5  0.065T 1.00    843.7   843.7    3.30    -  
0.8L    :  36.30
  1196.5    49.3  2.333  266.3    2.4   2.03   2502.4  0.073T 1.00       -       -     -     -  
0.9L    :  40.90
   648.2    49.3  1.877  267.0    1.9   1.64   2026.3  0.091T 1.00       -       -     -     -  
H/2     :  42.41
   427.5    49.3  1.727  267.3    1.8   1.51   1869.0  0.099T 1.00       -       -     -     -  
Transfer:  42.50
   413.1    49.3  1.718  267.3    1.8   1.50   1859.2  0.099T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 4; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.058
        M   2.00 Fb     0.282
 
  2   2 E  51.50 Ft     0.393
        M  51.50 Fb     0.153
 
  3   2 E  10.00 Ft     0.358
        M  10.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.276
        M   6.00 Fb     0.717
 
  5   2 E   6.00 Ft     0.194
        M   6.00 Fb     1.018
 
  6   2 E   2.00 Ft     0.065
        M   2.00 Fb     1.357
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 46.00            Release Length, ft: 46.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.34 %               Final losses: 12.15 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.357     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.065       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)                  2781.48     1799.80     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   0.041     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.651     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.141    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   0.456     Midspan
    Pre.Bot:                                                             2.000   0.476    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
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          :       0.169            0.300            0.357
 
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  =  82.004 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.056      0.00       0.056   45.00
     DC  Line       0.010      0.00       0.010   45.00
     DC  Line       0.064      0.00       0.064   45.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    22.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 46.000 ft
Release length = 46.000 ft
Design  length = 45.000 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)  : 0.728   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.725   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.781   (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           554892 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     4.10     8.70    13.30    17.90    22.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.3    654.3    654.3    654.3    654.3    654.3    654.3    654.3
  Yb      ,  in    24.32    24.10    24.10    24.10    24.10    24.10    24.10    24.10
  MI(Ixx) , in4   215315   216977   216977   216977   216977   216977   216977   216977
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1181.2   1193.5   1193.5   1193.5   1193.5   1193.5   1193.5   1193.5
  Yb      ,  in    39.86    39.59    39.59    39.59    39.59    39.59    39.59    39.59
  MI(Ixx) , in4   556676   565485   565485   565485   565485   565485   565485   565485

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  12 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 12.92 in):
     4 @  2.000 in     4 @  6.000 in     2 @ 10.000 in     2 @ 51.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    2.60 in2      Initial Pull          =      510.4 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.895 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.868 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.106 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)       
---------------------------------------------------------------------------------------------
       552.000         740 408.480      7.557 30604.441  -40780304384.000       6.126        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1043      3.1043    Yes
      2      US#5[M16]       60.00        0.62       0.00       0.1250      0.1250     No
      2      US#5[M16]       60.00        0.62       9.00       0.5000      2.7500     No
      2      US#5[M16]       60.00        0.62       9.75       2.7500      3.5630     No
      2      US#4[M13]       60.00        0.40      10.50       3.1043      3.9793    Yes
      2      US#5[M16]       60.00        0.62      11.25       3.5630      4.5098     No
      2      US#5[M16]       60.00        0.62      12.00       4.5098      5.5098     No
      2      US#4[M13]       60.00        0.40      12.00       3.9793      5.9793    Yes
      2      US#4[M13]       60.00        0.40      15.00       5.9793     10.9793    Yes
      2      US#4[M13]       60.00        0.40      18.00      10.9793     35.0207    Yes
      2      US#4[M13]       60.00        0.40      15.00      35.0207     40.0207    Yes
      2      US#4[M13]       60.00        0.40      12.00      40.0207     42.0207    Yes
      2      US#5[M16]       60.00        0.62      12.00      40.4902     41.4902     No
      2      US#5[M16]       60.00        0.62      11.25      41.4902     42.4370     No
      2      US#4[M13]       60.00        0.40      10.50      42.0207     42.8957    Yes
      2      US#5[M16]       60.00        0.62       9.75      42.4370     43.2500     No
      2      US#5[M16]       60.00        0.62       9.00      43.2500     45.5000     No
      2      US#5[M16]       60.00        0.62       0.00      45.8750     45.8750     No
      2      US#4[M13]       60.00        0.40       9.00      42.8957     45.8957    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 41.0000 46.0000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 2.6040 in2       Ycg = 12.92 in
         P_init    =      510.4 kips  Ecc = 11.45 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     6.55 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 0.934 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.84 ksi    0.00 ksi
    due to Composite Loads                                 -0.41 ksi    0.00 ksi
    due to Live Loads                                      -1.90 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         7.27 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  6.55 ksi  ( 3.34 %)            17.43 ksi ( 8.89 %)
Total Prestress Losses                                    23.97 ksi (12.23 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     6.9     7.2    10.9    20.5    27.4    31.5    32.9
DC(Max)     V       2.9     2.6     2.6     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.7    37.0    56.4   106.2   141.8   163.1   170.2
Haunch (Max)V      15.1    13.4    13.4    12.4     9.3     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   151.5   156.7   237.0   433.4   555.8   624.5   630.9
            V      70.5    45.0    44.0    28.6    18.8     9.0    31.1    21.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    70.5    64.7    64.5    61.0    51.5    42.4    33.6    26.5
            M       0.0   153.0   158.2   237.0   417.7   524.9   560.4   555.0
Total     : M+      0.0   252.4   261.2   396.3   733.4   956.4  1085.6  1112.4
            V     113.3    82.9    81.8    63.5    45.0    26.5    39.9    21.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   113.3   102.7   102.3    96.0    77.8    59.9    42.4    26.5
            M       0.0   253.9   262.7   396.2   717.6   925.5  1021.5  1036.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      31.5    27.4    20.5    10.9     7.2     6.9     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     163.1   141.8   106.2    56.4    37.0    35.7     0.0
Haunch (Max)V       3.1     6.2     9.3    12.4    13.4    13.4    15.1
Diaphragm : M       1.3     1.0     0.6     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    624.5   555.8   433.4   237.0   156.7   151.5     0.0
            V      31.1     9.0    18.8    28.6    44.0    45.0    70.5
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.6    42.4    51.5    61.0    64.5    64.7    70.5
            M     560.4   524.9   417.7   237.0   158.2   153.0    -0.0
Total     : M+   1085.6   956.4   733.4   396.3   261.2   252.4     0.0
            V      39.9    26.5    45.0    63.5    81.8    82.9   113.3
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    42.4    59.9    77.8    96.0   102.3   102.7   113.3
            M    1021.5   925.5   717.6   396.2   262.7   253.9    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               15.0             15.0
Deck+Haunch            15.1             15.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           33.3             33.3
DL-Comp.(DW)           14.8             14.8
Live                   71.5             71.5
        Truck          57.1             57.1
        Lane           14.4             14.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
DL-Prec.  : M       0.0     6.9     7.2    10.9    20.5    27.4    31.5    32.9
DC(Max)     V       2.9     2.6     2.6     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    35.7    37.0    56.4   106.2   141.8   163.1   170.2
Haunch (Max)V      15.1    13.4    13.4    12.4     9.3     6.2     3.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   121.2   125.4   189.6   346.7   444.6   499.6   504.7
            V      56.4    36.0    35.2    22.9    15.0     7.2    24.9    17.1
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    56.4    51.8    51.6    48.8    41.2    33.9    26.9    21.2
            M       0.0   122.4   126.6   189.6   334.1   419.9   448.3   444.0
Total     : M+      0.0   222.1   229.8   348.9   646.7   845.2   960.7   986.2
            V      99.1    73.9    73.0    57.8    41.3    24.7    33.7    17.1
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    99.1    89.8    89.4    83.8    67.4    51.4    35.7    21.2
            M       0.0   223.3   231.0   348.8   634.1   820.5   909.4   925.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
DL-Prec.  : M      31.5    27.4    20.5    10.9     7.2     6.9     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     163.1   141.8   106.2    56.4    37.0    35.7     0.0
Haunch (Max)V       3.1     6.2     9.3    12.4    13.4    13.4    15.1
Diaphragm : M       1.3     1.0     0.6     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
DL-Comp   : M      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
LL + I    : M+    499.6   444.6   346.7   189.6   125.4   121.2     0.0
            V      24.9     7.2    15.0    22.9    35.2    36.0    56.4
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    26.9    33.9    41.2    48.8    51.6    51.8    56.4
            M     448.3   419.9   334.1   189.6   126.6   122.4    -0.0
Total     : M+    960.7   845.2   646.7   348.9   229.8   222.1     0.0
            V      33.7    24.7    41.3    57.8    73.0    73.9    99.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    35.7    51.4    67.4    83.8    89.4    89.8    99.1
            M     909.4   820.5   634.1   348.8   231.0   223.3    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    44.2    45.7    69.7   131.3   175.3   201.7   210.5
(Max)       V      18.7    16.6    16.6    15.3    11.5     7.7     3.8     0.0
Self wt.  : M       0.0    31.8    32.9    50.2    94.6   126.2   145.2   151.6
(Min)       V      13.5    12.0    11.9    11.0     8.3     5.5     2.8     0.0
DL-Prec.  : M       0.0     8.6     8.9    13.6    25.7    34.3    39.4    41.2
DC(Max)     V       3.7     3.3     3.2     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     6.2     6.4     9.8    18.5    24.7    28.4    29.6
DC(Min)     V       2.6     2.3     2.3     2.2     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.7    46.2    70.5   132.7   177.2   203.9   212.8
Haunch (Max)V      18.9    16.8    16.7    15.5    11.6     7.7     3.9     0.0
Deck +    : M       0.0    32.2    33.3    50.7    95.6   127.6   146.8   153.2
Haunch (Min)V      13.6    12.1    12.0    11.1     8.4     5.6     2.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.6     2.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     0.9     1.2     1.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.7    20.3    31.0    58.4    78.0    89.7    93.7
DC(Max)     V       8.3     7.4     7.4     6.8     5.1     3.4     1.7     0.0
DL-Comp   : M       0.0    14.2    14.7    22.3    42.1    56.2    64.6    67.4
DC(Min)     V       6.0     5.3     5.3     4.9     3.7     2.5     1.2     0.0
DL-Comp   : M       0.0    10.5    10.9    16.6    31.3    41.7    48.0    50.1
DW(Max)     V       4.5     4.0     3.9     3.6     2.7     1.8     0.9     0.0
DL-Comp   : M       0.0     4.6     4.7     7.2    13.5    18.1    20.8    21.7
DW(Min)     V       1.9     1.7     1.7     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   265.1   274.3   414.8   758.4   972.6  1092.8  1104.1
            V     123.4    78.7    77.0    50.0    32.9    15.8    54.4    37.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   123.4   113.2   112.9   106.7    90.2    74.1    58.8    46.3
            M       0.0   267.7   276.9   414.7   730.9   918.5   980.6   971.3
Total     : M+      0.0   393.0   406.7   616.6  1138.6  1480.3  1677.2  1714.3
            V     177.6   126.8   124.9    94.3    66.2    38.0    65.6    37.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   177.6   161.4   160.8   151.0   123.4    96.3    69.9    46.4
            M       0.0   395.6   409.2   616.5  1111.1  1426.2  1565.0  1581.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     201.7   175.3   131.3    69.7    45.7    44.2     0.0
(Max)       V       3.8     7.7    11.5    15.3    16.6    16.6    18.7
Self wt.  : M     145.2   126.2    94.6    50.2    32.9    31.8     0.0
(Min)       V       2.8     5.5     8.3    11.0    11.9    12.0    13.5
DL-Prec.  : M      39.4    34.3    25.7    13.6     8.9     8.6     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.2     3.3     3.7
DL-Prec.  : M      28.4    24.7    18.5     9.8     6.4     6.2     0.0
DC(Min)     V       0.5     1.1     1.6     2.2     2.3     2.3     2.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     203.9   177.2   132.7    70.5    46.2    44.7     0.0
Haunch (Max)V       3.9     7.7    11.6    15.5    16.7    16.8    18.9
Deck +    : M     146.8   127.6    95.6    50.7    33.3    32.2     0.0
Haunch (Min)V       2.8     5.6     8.4    11.1    12.0    12.1    13.6
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.2     0.9     0.6     0.3     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      89.7    78.0    58.4    31.0    20.3    19.7     0.0
DC(Max)     V       1.7     3.4     5.1     6.8     7.4     7.4     8.3
DL-Comp   : M      64.6    56.2    42.1    22.3    14.7    14.2     0.0
DC(Min)     V       1.2     2.5     3.7     4.9     5.3     5.3     6.0
DL-Comp   : M      48.0    41.7    31.3    16.6    10.9    10.5     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     3.9     4.0     4.5
DL-Comp   : M      20.8    18.1    13.5     7.2     4.7     4.6     0.0
DW(Min)     V       0.4     0.8     1.2     1.6     1.7     1.7     1.9
LL + I    : M+   1092.8   972.6   758.4   414.8   274.3   265.1     0.0
            V      54.4    15.8    32.9    50.0    77.0    78.7   123.4
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    58.8    74.1    90.2   106.7   112.9   113.2   123.4
            M     980.6   918.5   730.9   414.7   276.9   267.7    -0.0
Total     : M+   1677.2  1480.3  1138.6   616.6   406.7   393.0     0.0
            V      65.6    38.0    66.2    94.3   124.9   126.8   177.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.9    96.3   123.4   151.0   160.8   161.4   177.6
            M    1565.0  1426.2  1111.1   616.5   409.2   395.6    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               18.7             18.7
Deck+Haunch            18.9             18.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           41.6             41.6
DL-Comp.(DW)           22.3             22.3
Live                  125.1            125.1
        Truck          99.9             99.9
        Lane           25.2             25.2
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, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
Self wt.  : M       0.0    35.3    36.6    55.8   105.1   140.3   161.4   168.4
(Max)       V      15.0    13.3    13.2    12.2     9.2     6.1     3.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.9     7.2    10.9    20.5    27.4    31.5    32.9
DC(Max)     V       2.9     2.6     2.6     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    35.7    37.0    56.4   106.2   141.8   163.1   170.2
Haunch (Max)V      15.1    13.4    13.4    12.4     9.3     6.2     3.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.3     0.6     1.0     1.3     1.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    15.7    16.3    24.8    46.7    62.4    71.8    74.9
DC(Max)     V       6.7     5.9     5.9     5.4     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     7.0     7.3    11.1    20.8    27.8    32.0    33.4
DW(Max)     V       3.0     2.6     2.6     2.4     1.8     1.2     0.6     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   124.0   128.2   191.6   334.7   437.1   496.0   507.6
            V      67.3    61.0    60.8    57.0    46.9    40.1    33.8    27.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.3    61.0    60.8    57.0    46.9    40.1    33.8    27.5
            M       0.0   124.0   128.2   191.6   334.7   437.1   496.0   507.6
Total     : M+      0.0   224.9   232.6   350.8   634.7   837.7   957.1   989.0
            V     110.1    99.0    98.6    92.0    73.2    57.6    42.6    27.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   110.1    99.0    98.6    92.0    73.2    57.6    42.6    27.6
            M       0.0   224.9   232.6   350.8   634.7   837.7   957.1   989.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    27.10   31.70   36.30   40.90   42.41   42.50   45.00
Self wt.  : M     161.4   140.3   105.1    55.8    36.6    35.3     0.0
(Max)       V       3.1     6.1     9.2    12.2    13.2    13.3    15.0
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      31.5    27.4    20.5    10.9     7.2     6.9     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     2.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     163.1   141.8   106.2    56.4    37.0    35.7     0.0
Haunch (Max)V       3.1     6.2     9.3    12.4    13.4    13.4    15.1
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       1.3     1.0     0.6     0.3     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      71.8    62.4    46.7    24.8    16.3    15.7     0.0
DC(Max)     V       1.4     2.7     4.1     5.4     5.9     5.9     6.7
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      32.0    27.8    20.8    11.1     7.3     7.0     0.0
DW(Max)     V       0.6     1.2     1.8     2.4     2.6     2.6     3.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    496.0   437.1   334.7   191.6   128.2   124.0     0.0
            V      33.8    40.1    46.9    57.0    60.8    61.0    67.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.8    40.1    46.9    57.0    60.8    61.0    67.3
            M     496.0   437.1   334.7   191.6   128.2   124.0     0.0
Total     : M+    957.1   837.7   634.7   350.8   232.6   224.9     0.0
            V      42.6    57.6    73.2    92.0    98.6    99.0   110.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.6    57.6    73.2    92.0    98.6    99.0   110.1
            M     957.1   837.7   634.7   350.8   232.6   224.9     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
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   0.009   0.009   0.014   0.027   0.036   0.042   0.044 
Precast-top   -0.001   0.130   0.135   0.209   0.399   0.535   0.617   0.645 
Bottom         0.217   1.142   1.138   1.071   0.899   0.776   0.702   0.677 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    4.60    9.20   13.80   18.40   23.00
 
Beam-Self
Precast-top    0.071   0.105   0.186   0.244   0.279   0.291 
Bottom        -0.057  -0.084  -0.150  -0.197  -0.225  -0.235 
 
Prestress
Precast-top   -0.006  -0.006  -0.006  -0.006  -0.006  -0.006 
Bottom         1.414   1.414   1.414   1.414   1.414   1.414 
 
Total
Precast-top    0.065   0.098   0.180   0.238   0.273   0.285 
Bottom         1.357   1.329   1.264   1.217   1.189   1.179 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 10.50 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    4.10    8.70   13.30   17.90   22.50
 
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    4.10    8.70   13.30   17.90   22.50
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   0.054   0.056   0.084   0.148   0.194   0.220   0.226 
Precast-top   -0.000   0.103   0.107   0.163   0.302   0.401   0.460   0.477 
Bottom         0.108   0.467   0.461   0.375   0.168   0.021  -0.066  -0.088 
 

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
    177.6    7.0   57.0    0.239   0.0   6.00e-3 50.0    172.7     0.723    1.360      0.31
      0.0    0.3   56.9     31.5 0.099      24.6 0.87    24.00     0.099    1.770 
Transfer:   3.00
    161.4    7.0   57.0    1.434   0.0   1.27e-3 33.4    110.9     0.260    1.296      0.00
    395.6    1.6   56.2    189.0 0.091      68.5 2.46    24.00     0.099    2.743 
Critical:   5.18
    147.3    7.0   57.0    1.615   0.0  -0.00e-3 29.0     30.0     0.099    1.020      0.00
    697.0    1.9   56.1    189.0 0.083     133.6 4.81    24.00     0.099    3.001 
0.1L    :   4.60
    151.0    7.0   57.0    1.566   0.0   0.14e-3 29.5     46.8     0.099    1.020      0.00
    616.5    1.8   56.2    189.0 0.085     121.0 4.36    24.00     0.099    2.928 
0.2L    :   9.20
    123.4    7.0   57.0    1.947   0.0  -0.00e-3 29.0      4.0     0.099    0.320      0.00
   1111.1    2.2   55.9    189.0 0.070     133.1 4.81    24.00     0.099    2.149 
0.3L    :  13.80
     96.3    7.0   57.0    2.170   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1426.2    2.5   55.8    189.0 0.055     132.8 4.81    24.00     0.099    2.496 
0.4L    :  18.40
     69.9    7.0   57.0    2.170   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1565.0    2.5   55.8    189.0 0.040     132.7 4.81    24.00     0.099    3.436 
0.5L    :  23.00
     46.4    7.0   57.0    2.170   0.0  -0.01e-3 29.0      0.0     0.099    0.267      0.00
   1581.5    2.5   55.8    189.0 0.026     133.5 4.83    24.00     0.099    5.194 
0.6L    :  27.60
     69.9    7.0   57.0    2.170   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1565.0    2.5   55.8    189.0 0.040     132.7 4.81    24.00     0.099    3.436 
0.7L    :  32.20
     96.3    7.0   57.0    2.170   0.0  -0.00e-3 29.0      0.0     0.099    0.267      0.00
   1426.2    2.5   55.8    189.0 0.055     132.8 4.81    24.00     0.099    2.496 
0.8L    :  36.80
    123.4    7.0   57.0    1.947   0.0  -0.00e-3 29.0      4.0     0.099    0.320      0.00
   1111.1    2.2   55.9    189.0 0.070     133.1 4.81    24.00     0.099    2.149 
0.9L    :  41.40
    151.0    7.0   57.0    1.566   0.0   0.14e-3 29.5     46.8     0.099    1.020      0.00
    616.5    1.8   56.2    189.0 0.085     121.0 4.36    24.00     0.099    2.928 
Critical:  40.82
    147.3    7.0   57.0    1.615   0.0  -0.00e-3 29.0     30.0     0.099    1.020      0.00
    697.0    1.9   56.1    189.0 0.083     133.6 4.81    24.00     0.099    3.001 
Transfer:  43.00
    161.4    7.0   57.0    1.434   0.0   1.27e-3 33.4    110.9     0.260    1.296      0.00
    395.6    1.6   56.2    189.0 0.091      68.5 2.46    24.00     0.099    2.743 
Bearing :  45.50
    177.6    7.0   57.0    0.239   0.0   6.00e-3 50.0    172.7     0.723    1.360      0.31
      0.0    0.3   56.9     31.5 0.099      24.6 0.87    24.00     0.099    1.770 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  510.44
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.02
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    177.6      3.47     57.05    0.28       56.91    24.00      0.160      0.756      0.000      0.533 
Transfer:      2.50
    161.4      3.19     57.05    1.65       56.23    24.00      0.160      0.663      0.000      0.533 
Critical:      4.68
    147.3      2.92     57.05    1.85       56.12    24.00      0.160      0.572      0.000      0.400 
0.1L    :      4.10
    151.0      2.99     57.05    1.80       56.15    24.00      0.160      0.596      0.000      0.400 
0.2L    :      8.70
    123.4      2.45     57.05    2.23       55.94    24.00      0.160      0.417      0.000      0.320 
0.3L    :     13.30
     96.3      1.92     57.05    2.48       55.81    24.00      0.160      0.239      0.000      0.267 
0.4L    :     17.90
     69.9      1.39     57.05    2.48       55.81    24.00      0.160      0.064      0.000      0.267 
0.5L    :     22.50
     46.4      0.92     57.05    2.48       55.81    24.00      0.160      0.000      0.000      0.267 
0.6L    :     27.10
     69.9      1.39     57.05    2.48       55.81    24.00      0.160      0.064      0.000      0.267 
0.7L    :     31.70
     96.3      1.92     57.05    2.48       55.81    24.00      0.160      0.239      0.000      0.267 
0.8L    :     36.30
    123.4      2.45     57.05    2.23       55.94    24.00      0.160      0.417      0.000      0.320 
0.9L    :     40.90
    151.0      2.99     57.05    1.80       56.15    24.00      0.160      0.596      0.000      0.400 
Critical:     40.32
    147.3      2.92     57.05    1.85       56.12    24.00      0.160      0.572      0.000      0.400 
Transfer:     42.50
    161.4      3.19     57.05    1.65       56.23    24.00      0.160      0.663      0.000      0.533 
Bearing :     45.00
    177.6      3.47     57.05    0.28       56.91    24.00      0.160      0.756      0.000      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 4.10 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
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          :       0.063            0.113            0.135
 
At 0.2 x L = 8.70 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
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          :       0.111            0.198            0.235
 
At 0.3 x L = 13.30 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
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          :       0.144            0.256            0.304
 
At 0.4 x L = 17.90 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
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          :       0.163            0.289            0.344
 
At 0.5 x L = 22.50 ft
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
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          :       0.169            0.300            0.357
 
At 0.6 x L = 27.10 ft
Prestress      :       0.235  1.80      0.423  2.20      0.517
Self Wt.       :      -0.072  1.85     -0.134  2.40     -0.174
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          :       0.163            0.289            0.344
 
At 0.7 x L = 31.70 ft
Prestress      :       0.206  1.80      0.370  2.20      0.452
Self Wt.       :      -0.062  1.85     -0.114  2.40     -0.148
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          :       0.144            0.256            0.304
 
At 0.8 x L = 36.30 ft
Prestress      :       0.156  1.80      0.281  2.20      0.344
Self Wt.       :      -0.045  1.85     -0.083  2.40     -0.108
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          :       0.111            0.198            0.235
 
At 0.9 x L = 40.90 ft
Prestress      :       0.087  1.80      0.157  2.20      0.192
Self Wt.       :      -0.024  1.85     -0.044  2.40     -0.057
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          :       0.063            0.113            0.135
 

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
   393.0    49.3  1.721  267.0    1.9   1.65   1857.3  0.090T 1.00       -       -     -     -  
H/2     :   2.59
   406.7    49.3  1.730  267.0    1.9   1.66   1867.0  0.090T 1.00       -       -     -     -  
0.1L    :   4.10
   616.6    49.3  1.879  266.8    2.1   1.80   2023.6  0.082T 1.00       -       -     -     -  
0.2L    :   8.70
  1138.6    49.3  2.336  266.0    2.6   2.23   2497.1  0.066T 1.00       -       -     -     -  
0.3L    :  13.30
  1480.3    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00    840.1   840.1    3.30    -  
0.4L    :  17.90
  1677.2    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00    812.6   812.6    3.41    -  
0.5L    :  22.50
  1714.3    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00    803.3   803.3    3.45    -  
0.6L    :  27.10
  1677.2    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00    812.6   812.6    3.41    -  
0.7L    :  31.70
  1480.3    49.3  2.604  265.5    2.9   2.48   2771.1  0.059T 1.00    840.1   840.1    3.30    -  
0.8L    :  36.30
  1138.6    49.3  2.336  266.0    2.6   2.23   2497.1  0.066T 1.00       -       -     -     -  
0.9L    :  40.90
   616.6    49.3  1.879  266.8    2.1   1.80   2023.6  0.082T 1.00       -       -     -     -  
H/2     :  42.41
   406.7    49.3  1.730  267.0    1.9   1.66   1867.0  0.090T 1.00       -       -     -     -  
Transfer:  42.50
   393.0    49.3  1.721  267.0    1.9   1.65   1857.3  0.090T 1.00       -       -     -     -  

Legend: C = Compression-Controlled (0 < eps_t < 0.0020)
        I = In-Transition (0.0020 <= eps_t < 0.0050)
        T = Tension-Controlled (eps_t <= 0 or eps_t >= 0.0050)

Note  : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)

Consider Bottom Tension Steel Contribution : NO


 
 
DETENSIONING ( Span : 1, Beam : 5; Groups 1-6; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.058
        M   2.00 Fb     0.282
 
  2   2 E  51.50 Ft     0.393
        M  51.50 Fb     0.153
 
  3   2 E  10.00 Ft     0.358
        M  10.00 Fb     0.416
 
  4   2 E   6.00 Ft     0.276
        M   6.00 Fb     0.717
 
  5   2 E   6.00 Ft     0.194
        M   6.00 Fb     1.018
 
  6   2 E   2.00 Ft     0.065
        M   2.00 Fb     1.357
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 46.00            Release Length, ft: 46.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  12
No. of strands, Draped:   0           No. of strands, Straight:  12
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  3.34 %               Final losses: 12.23 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.357     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.065       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)                  2771.13     1714.30     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   0.044     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   0.645     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.142    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   0.477     Midspan
    Pre.Bot:                                                             2.000   0.467    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  22.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.245  1.80      0.441  2.20      0.539
Self Wt.       :      -0.076  1.85     -0.141  2.40     -0.182
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          :       0.169            0.300            0.357
 
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

