 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/24/2023
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 70 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 a hold-down point is at 0.40L of the beam length.
                     (9)The beam lifting and supporting points are 1.375' and 3.55', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 ksi, repectively. 
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_d3e8.tmp\D70-0_40\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       20.000
Bridge c/s,MI(Ixx), in4 =   2826832.75
 
SPAN DATA
---------
Precast length    , ft =     71.000
Bearing-to-bearing, ft =     70.000
Release span      , ft =     71.000
 
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 
     Depressed at 0.40L
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.056    0.00       0.056   70.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   70.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   70.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   70.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   70.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   70.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   70.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   70.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   70.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   70.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   70.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   70.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   35.000
   1    2        0.285   35.000
   1    3        0.285   35.000
   1    4        0.285   35.000
   1    5        0.143   35.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   70.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   70.00   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    0.072     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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.40 ft from member end )
 
END PATTERN (Ycg = 21.93 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in 2 @ 10.000 in  
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#4[M13]  60.0  0.40   10.50  3.8750  4.7500 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.7500 10.7500 Yes       
       2 US#5[M16]  60.0  0.62    9.75  3.5000  4.3130 No        
       2 US#5[M16]  60.0  0.62   11.25  4.3130  5.2598 No        
       2 US#5[M16]  60.0  0.62   12.00  5.2598 10.2598 No        
       2 US#5[M16]  60.0  0.62   15.00 10.2598 11.5098 No        
       2 US#5[M16]  60.0  0.62   18.00 11.5098 19.0098 No        
       2 US#4[M13]  60.0  0.40   18.00 10.7500 60.2500 Yes       
       2 US#5[M16]  60.0  0.62   18.00 51.9902 59.4902 No        
       2 US#5[M16]  60.0  0.62   15.00 59.4902 60.7402 No        
       2 US#5[M16]  60.0  0.62   12.00 60.7402 65.7402 No        
       2 US#5[M16]  60.0  0.62   11.25 65.7402 66.6870 No        
       2 US#5[M16]  60.0  0.62    9.75 66.6870 67.5000 No        
       2 US#4[M13]  60.0  0.40   12.00 60.2500 66.2500 Yes       
       2 US#4[M13]  60.0  0.40   10.50 66.2500 67.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00 67.5000 69.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 69.7500 70.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 67.1250 70.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.8750 No        
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.40 ft from member end )
 
END PATTERN (Ycg = 21.93 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in 2 @ 10.000 in  
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#4[M13]  60.0  0.40   10.50  3.8750  4.7500 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.7500 10.7500 Yes       
       2 US#5[M16]  60.0  0.62    9.75  3.5000  4.3130 No        
       2 US#5[M16]  60.0  0.62   11.25  4.3130  5.2598 No        
       2 US#5[M16]  60.0  0.62   12.00  5.2598 10.2598 No        
       2 US#5[M16]  60.0  0.62   15.00 10.2598 11.5098 No        
       2 US#5[M16]  60.0  0.62   18.00 11.5098 19.0098 No        
       2 US#4[M13]  60.0  0.40   18.00 10.7500 60.2500 Yes       
       2 US#5[M16]  60.0  0.62   18.00 51.9902 59.4902 No        
       2 US#5[M16]  60.0  0.62   15.00 59.4902 60.7402 No        
       2 US#5[M16]  60.0  0.62   12.00 60.7402 65.7402 No        
       2 US#5[M16]  60.0  0.62   11.25 65.7402 66.6870 No        
       2 US#5[M16]  60.0  0.62    9.75 66.6870 67.5000 No        
       2 US#4[M13]  60.0  0.40   12.00 60.2500 66.2500 Yes       
       2 US#4[M13]  60.0  0.40   10.50 66.2500 67.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00 67.5000 69.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 69.7500 70.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 67.1250 70.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.8750 No        
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.40 ft from member end )
 
END PATTERN (Ycg = 21.93 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in 2 @ 10.000 in  
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#4[M13]  60.0  0.40   10.50  3.8750  4.7500 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.7500 10.7500 Yes       
       2 US#5[M16]  60.0  0.62    9.75  3.5000  4.3130 No        
       2 US#5[M16]  60.0  0.62   11.25  4.3130  5.2598 No        
       2 US#5[M16]  60.0  0.62   12.00  5.2598 10.2598 No        
       2 US#5[M16]  60.0  0.62   15.00 10.2598 11.5098 No        
       2 US#5[M16]  60.0  0.62   18.00 11.5098 19.0098 No        
       2 US#4[M13]  60.0  0.40   18.00 10.7500 60.2500 Yes       
       2 US#5[M16]  60.0  0.62   18.00 51.9902 59.4902 No        
       2 US#5[M16]  60.0  0.62   15.00 59.4902 60.7402 No        
       2 US#5[M16]  60.0  0.62   12.00 60.7402 65.7402 No        
       2 US#5[M16]  60.0  0.62   11.25 65.7402 66.6870 No        
       2 US#5[M16]  60.0  0.62    9.75 66.6870 67.5000 No        
       2 US#4[M13]  60.0  0.40   12.00 60.2500 66.2500 Yes       
       2 US#4[M13]  60.0  0.40   10.50 66.2500 67.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00 67.5000 69.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 69.7500 70.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 67.1250 70.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.8750 No        
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.40 ft from member end )
 
END PATTERN (Ycg = 21.93 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in 2 @ 10.000 in  
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#4[M13]  60.0  0.40   10.50  3.8750  4.7500 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.7500 10.7500 Yes       
       2 US#5[M16]  60.0  0.62    9.75  3.5000  4.3130 No        
       2 US#5[M16]  60.0  0.62   11.25  4.3130  5.2598 No        
       2 US#5[M16]  60.0  0.62   12.00  5.2598 10.2598 No        
       2 US#5[M16]  60.0  0.62   15.00 10.2598 11.5098 No        
       2 US#5[M16]  60.0  0.62   18.00 11.5098 19.0098 No        
       2 US#4[M13]  60.0  0.40   18.00 10.7500 60.2500 Yes       
       2 US#5[M16]  60.0  0.62   18.00 51.9902 59.4902 No        
       2 US#5[M16]  60.0  0.62   15.00 59.4902 60.7402 No        
       2 US#5[M16]  60.0  0.62   12.00 60.7402 65.7402 No        
       2 US#5[M16]  60.0  0.62   11.25 65.7402 66.6870 No        
       2 US#5[M16]  60.0  0.62    9.75 66.6870 67.5000 No        
       2 US#4[M13]  60.0  0.40   12.00 60.2500 66.2500 Yes       
       2 US#4[M13]  60.0  0.40   10.50 66.2500 67.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00 67.5000 69.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 69.7500 70.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 67.1250 70.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.8750 No        
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       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:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 28.40 ft from member end )
 
END PATTERN (Ycg = 21.93 in):
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in 2 @ 42.500 in 
  2 @ 46.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
 
  2 @  2.000 in 2 @  6.000 in 2 @ 10.000 in  
 
(B) Straight:
 
  4 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  0.6250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#4[M13]  60.0  0.40   10.50  3.8750  4.7500 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.7500 10.7500 Yes       
       2 US#5[M16]  60.0  0.62    9.75  3.5000  4.3130 No        
       2 US#5[M16]  60.0  0.62   11.25  4.3130  5.2598 No        
       2 US#5[M16]  60.0  0.62   12.00  5.2598 10.2598 No        
       2 US#5[M16]  60.0  0.62   15.00 10.2598 11.5098 No        
       2 US#5[M16]  60.0  0.62   18.00 11.5098 19.0098 No        
       2 US#4[M13]  60.0  0.40   18.00 10.7500 60.2500 Yes       
       2 US#5[M16]  60.0  0.62   18.00 51.9902 59.4902 No        
       2 US#5[M16]  60.0  0.62   15.00 59.4902 60.7402 No        
       2 US#5[M16]  60.0  0.62   12.00 60.7402 65.7402 No        
       2 US#5[M16]  60.0  0.62   11.25 65.7402 66.6870 No        
       2 US#5[M16]  60.0  0.62    9.75 66.6870 67.5000 No        
       2 US#4[M13]  60.0  0.40   12.00 60.2500 66.2500 Yes       
       2 US#4[M13]  60.0  0.40   10.50 66.2500 67.1250 Yes       
       2 US#5[M16]  60.0  0.62    9.00 67.5000 69.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 69.7500 70.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 67.1250 70.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 70.3750 70.8750 No        
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       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   70.00
     DC  Line       0.010      0.00       0.010   70.00
     DC  Line       0.064      0.00       0.064   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.000 ft
Release length = 71.000 ft
Design  length = 70.000 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)  : 0.646   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.743   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.801   (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     6.60    13.70    20.80    27.90    35.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.7    657.0    657.0    657.0    657.0    657.0    657.0    657.0
  Yb      ,  in    24.36    24.25    24.25    24.18    24.06    23.94    23.82    23.82
  MI(Ixx) , in4   214997   215298   215307   215790   217168   219215   221930   221930
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1181.6   1195.9   1195.9   1195.9   1195.9   1195.9   1195.9   1195.9
  Yb      ,  in    39.88    39.64    39.63    39.60    39.54    39.48    39.41    39.41
  MI(Ixx) , in4   555828   561520   561559   563307   566903   571136   576007   576007

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.40 ft from member end )
END PATTERN (Ycg = 21.93 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in     2 @ 10.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.954 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.942 ft
Holddown Force        =  30.118 kips     Beam Shrtng (PL/AE)   =      0.190 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)       
-------------------------------------------------------------------------------------
       996.398         740 737.335     11.664 47237.293   761.294     192.305        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      0.6250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#4[M13]       60.00        0.40      10.50       3.8750      4.7500    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.7500     10.7500    Yes
      2      US#5[M16]       60.00        0.62       9.75       3.5000      4.3130     No
      2      US#5[M16]       60.00        0.62      11.25       4.3130      5.2598     No
      2      US#5[M16]       60.00        0.62      12.00       5.2598     10.2598     No
      2      US#5[M16]       60.00        0.62      15.00      10.2598     11.5098     No
      2      US#5[M16]       60.00        0.62      18.00      11.5098     19.0098     No
      2      US#4[M13]       60.00        0.40      18.00      10.7500     60.2500    Yes
      2      US#5[M16]       60.00        0.62      18.00      51.9902     59.4902     No
      2      US#5[M16]       60.00        0.62      15.00      59.4902     60.7402     No
      2      US#5[M16]       60.00        0.62      12.00      60.7402     65.7402     No
      2      US#5[M16]       60.00        0.62      11.25      65.7402     66.6870     No
      2      US#5[M16]       60.00        0.62       9.75      66.6870     67.5000     No
      2      US#4[M13]       60.00        0.40      12.00      60.2500     66.2500    Yes
      2      US#4[M13]       60.00        0.40      10.50      66.2500     67.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00      67.5000     69.7500     No
      2      US#5[M16]       60.00        0.62       7.50      69.7500     70.3750     No
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.6250     No
      2      US#4[M13]       60.00        0.40       9.00      67.1250     70.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.8750     No
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  4.57 in
         P_init    =      595.5 kips  Ecc = 19.80 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.69 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.382 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.42 ksi    0.00 ksi
    due to Composite Loads                                 -1.27 ksi    0.00 ksi
    due to Live Loads                                      -4.23 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.69 ksi  ( 4.94 %)            12.87 ksi ( 6.57 %)
Total Prestress Losses                                    22.56 ksi (11.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0    11.0    11.4    27.2    50.2    66.5    76.4    79.7
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.8     0.9     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    56.7    58.8   140.7   259.3   344.0   394.9   411.8
Haunch (Max)V      23.5    21.9    21.8    19.1    14.3     9.5     4.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   162.4   168.2   399.6   724.5   940.8  1067.9  1095.3
            V      84.4    80.2    80.1    73.4    62.0    50.7    36.0    24.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.4    80.2    80.1    73.4    62.6    52.2    42.2    32.6
            M      -0.0   165.8   171.7   399.6   691.9   876.7   950.9   920.6
Total     : M+      0.0   322.5   334.1   796.7  1456.6  1912.3  2183.2  2259.0
            V     150.8   141.9   141.6   127.3   102.5    77.7    49.5    24.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   150.8   141.9   141.6   127.3   103.1    79.2    55.8    32.7
            M      -0.0   326.0   337.6   796.7  1424.0  1848.2  2066.2  2084.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      76.4    66.5    50.2    27.2    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.9   344.0   259.3   140.7    58.8    56.7     0.0
Haunch (Max)V       4.8     9.5    14.3    19.1    21.8    21.9    23.5
Diaphragm : M       2.0     1.5     1.0     0.5     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+   1067.9   940.8   724.5   399.6   168.2   162.4     0.0
            V      36.0    50.7    62.0    73.4    80.1    80.2    84.4
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    42.2    52.2    62.6    73.4    80.1    80.2    84.4
            M     950.9   876.7   691.9   399.6   171.7   165.8    -0.0
Total     : M+   2183.2  1912.3  1456.6   796.7   334.1   322.5     0.0
            V      49.5    77.7   102.5   127.3   141.6   141.9   150.8
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    55.8    79.2   103.1   127.3   141.6   141.9   150.8
            M    2066.2  1848.2  1424.0   796.7   337.6   326.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.3             23.3
Deck+Haunch            23.5             23.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           23.1             23.1
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0    11.0    11.4    27.2    50.2    66.5    76.4    79.7
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.8     0.9     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    56.7    58.8   140.7   259.3   344.0   394.9   411.8
Haunch (Max)V      23.5    21.9    21.8    19.1    14.3     9.5     4.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   129.9   134.6   319.6   579.6   752.6   854.3   876.3
            V      67.5    64.2    64.0    58.7    49.6    40.6    28.8    19.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.5    64.2    64.0    58.7    50.1    41.8    33.8    26.1
            M      -0.0   132.7   137.4   319.6   553.6   701.4   760.7   736.5
Total     : M+      0.0   290.0   300.5   716.7  1311.7  1724.1  1969.6  2039.9
            V     133.9   125.9   125.6   112.6    90.1    67.6    42.3    19.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   133.9   125.9   125.6   112.6    90.5    68.8    47.3    26.2
            M      -0.0   292.8   303.3   716.7  1285.6  1672.9  1876.0  1900.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      76.4    66.5    50.2    27.2    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.9   344.0   259.3   140.7    58.8    56.7     0.0
Haunch (Max)V       4.8     9.5    14.3    19.1    21.8    21.9    23.5
Diaphragm : M       2.0     1.5     1.0     0.5     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+    854.3   752.6   579.6   319.6   134.6   129.9     0.0
            V      28.8    40.6    49.6    58.7    64.0    64.2    67.5
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    33.8    41.8    50.1    58.7    64.0    64.2    67.5
            M     760.7   701.4   553.6   319.6   137.4   132.7    -0.0
Total     : M+   1969.6  1724.1  1311.7   716.7   300.5   290.0     0.0
            V      42.3    67.6    90.1   112.6   125.6   125.9   133.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.3    68.8    90.5   112.6   125.6   125.9   133.9
            M    1876.0  1672.9  1285.6   716.7   303.3   292.8    -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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    70.2    72.7   174.0   320.7   425.5   488.4   509.4
(Max)       V      29.1    27.0    27.0    23.6    17.7    11.8     5.9     0.0
Self wt.  : M       0.0    50.5    52.3   125.3   230.9   306.4   351.7   366.8
(Min)       V      21.0    19.5    19.4    17.0    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0    13.7    14.2    34.0    62.7    83.2    95.5    99.6
DC(Max)     V       5.7     5.3     5.3     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.9    10.2    24.5    45.1    59.9    68.7    71.7
DC(Min)     V       4.1     3.8     3.8     3.3     2.5     1.7     0.8     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    70.9    73.5   175.8   324.1   430.0   493.6   514.8
Haunch (Max)V      29.4    27.3    27.2    23.9    17.9    11.9     6.0     0.0
Deck +    : M       0.0    51.1    52.9   126.6   233.4   309.6   355.4   370.6
Haunch (Min)V      21.2    19.7    19.6    17.2    12.9     8.6     4.3     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.9     2.5     3.1
(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     0.4     0.9     1.3     1.8     2.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.2    32.3    77.4   142.7   189.3   217.3   226.6
DC(Max)     V      13.0    12.0    12.0    10.5     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    22.5    23.3    55.7   102.7   136.3   156.5   163.2
DC(Min)     V       9.3     8.7     8.6     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    16.7    17.3    41.4    76.4   101.3   116.3   121.3
DW(Max)     V       6.9     6.4     6.4     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.2     7.5    18.0    33.1    43.9    50.4    52.6
DW(Min)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   284.2   294.4   699.2  1267.9  1646.4  1868.8  1916.8
            V     147.7   140.4   140.1   128.4   108.6    88.8    63.0    43.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   147.7   140.4   140.1   128.4   109.6    91.4    73.9    57.1
            M      -0.0   290.2   300.5   699.2  1210.9  1534.2  1664.0  1611.0
Total     : M+      0.0   487.1   504.7  1202.5  2195.7  2877.6  3282.3  3391.6
            V     231.9   218.6   218.1   196.7   159.8   123.0    80.2    43.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   231.9   218.6   218.1   196.7   160.8   125.6    91.1    57.1
            M      -0.0   493.2   510.8  1202.5  2138.7  2765.5  3077.6  3085.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     488.4   425.5   320.7   174.0    72.7    70.2     0.0
(Max)       V       5.9    11.8    17.7    23.6    27.0    27.0    29.1
Self wt.  : M     351.7   306.4   230.9   125.3    52.3    50.5     0.0
(Min)       V       4.3     8.5    12.8    17.0    19.4    19.5    21.0
DL-Prec.  : M      95.5    83.2    62.7    34.0    14.2    13.7     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.3     5.3     5.7
DL-Prec.  : M      68.7    59.9    45.1    24.5    10.2     9.9     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.8     3.8     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     493.6   430.0   324.1   175.8    73.5    70.9     0.0
Haunch (Max)V       6.0    11.9    17.9    23.9    27.2    27.3    29.4
Deck +    : M     355.4   309.6   233.4   126.6    52.9    51.1     0.0
Haunch (Min)V       4.3     8.6    12.9    17.2    19.6    19.7    21.2
Diaphragm : M       2.5     1.9     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.8     1.3     0.9     0.4     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     217.3   189.3   142.7    77.4    32.3    31.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.5    12.0    12.0    13.0
DL-Comp   : M     156.5   136.3   102.7    55.7    23.3    22.5     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.6     8.7     9.3
DL-Comp   : M     116.3   101.3    76.4    41.4    17.3    16.7     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.4     6.4     6.9
DL-Comp   : M      50.4    43.9    33.1    18.0     7.5     7.2     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
LL + I    : M+   1868.8  1646.4  1267.9   699.2   294.4   284.2     0.0
            V      63.0    88.8   108.6   128.4   140.1   140.4   147.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.9    91.4   109.6   128.4   140.1   140.4   147.7
            M    1664.0  1534.2  1210.9   699.2   300.5   290.2    -0.0
Total     : M+   3282.3  2877.6  2195.7  1202.5   504.7   487.1     0.0
            V      80.2   123.0   159.8   196.7   218.1   218.6   231.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.1   125.6   160.8   196.7   218.1   218.6   231.9
            M    3077.6  2765.5  2138.7  1202.5   510.8   493.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.1             29.1
Deck+Haunch            29.4             29.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           34.6             34.6
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.0    11.4    27.2    50.2    66.5    76.4    79.7
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.8     0.9     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    56.7    58.8   140.7   259.3   344.0   394.9   411.8
Haunch (Max)V      23.5    21.9    21.8    19.1    14.3     9.5     4.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     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   161.7   167.4   391.5   685.7   883.5   973.8   932.5
            V      85.8    81.4    81.3    74.2    62.6    48.8    37.2    26.0
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    85.8    81.4    81.3    74.2    62.6    51.0    39.8    29.7
            M       0.0   161.7   167.4   391.5   685.7   848.1   887.1   829.5
Total     : M+      0.0   321.8   333.3   788.6  1417.7  1855.0  2089.2  2096.2
            V     152.3   143.1   142.8   128.1   103.1    75.8    50.7    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.3   143.1   142.8   128.1   103.1    78.0    53.3    29.7
            M       0.0   321.8   333.3   788.6  1417.7  1819.6  2002.4  1993.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      76.4    66.5    50.2    27.2    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.9   344.0   259.3   140.7    58.8    56.7     0.0
Haunch (Max)V       4.8     9.5    14.3    19.1    21.8    21.9    23.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.0     1.5     1.0     0.5     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    973.8   883.5   685.7   391.5   167.4   161.7     0.0
            V      37.2    48.8    62.6    74.2    81.3    81.4    85.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.8    51.0    62.6    74.2    81.3    81.4    85.8
            M     887.1   848.1   685.7   391.5   167.4   161.7     0.0
Total     : M+   2089.2  1855.0  1417.7   788.6   333.3   321.8     0.0
            V      50.7    75.8   103.1   128.1   142.8   143.1   152.3
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    53.3    78.0   103.1   128.1   142.8   143.1   152.3
            M    2002.4  1819.6  1417.7   788.6   333.3   321.8     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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top    0.104   0.502   0.498   0.324   0.017  -0.285  -0.580  -0.580
Bottom         0.165   1.054   1.057   1.197   1.440   1.675   1.899   1.899
 
Self wt.
Precast-top   -0.000   0.093   0.096   0.231   0.424   0.560   0.638   0.665
Bottom        -0.000  -0.076  -0.079  -0.187  -0.341  -0.446  -0.503  -0.525
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.019   0.045   0.083   0.110   0.125   0.130
Bottom        -0.000  -0.015  -0.015  -0.037  -0.067  -0.087  -0.098  -0.103
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.094   0.097   0.233   0.429   0.566   0.644   0.672
Bottom        -0.000  -0.077  -0.079  -0.189  -0.345  -0.451  -0.509  -0.530
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.010   0.025   0.046   0.061   0.069   0.072
Precast-top   -0.000   0.008   0.008   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.021  -0.022  -0.052  -0.096  -0.126  -0.143  -0.149
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.011   0.020   0.027   0.031   0.032
Precast-top   -0.000   0.003   0.004   0.008   0.016   0.021   0.024   0.025
Bottom        -0.000  -0.009  -0.010  -0.023  -0.043  -0.056  -0.064  -0.066
 
LL+I(+)
Topping-top   -0.000   0.066   0.068   0.161   0.291   0.377   0.425   0.436
Precast-top   -0.000   0.050   0.052   0.123   0.222   0.287   0.325   0.333
Bottom        -0.000  -0.138  -0.142  -0.337  -0.606  -0.780  -0.877  -0.899
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.080   0.083   0.197   0.358   0.464   0.525   0.540 
Precast-top    0.104   0.768   0.774   0.984   1.227   1.307   1.231   1.304 
Bottom         0.165   0.718   0.709   0.371  -0.059  -0.274  -0.297  -0.376 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.015   0.036   0.066   0.088   0.100   0.104 
Precast-top    0.104   0.718   0.722   0.861   1.005   1.020   0.906   0.971 
Bottom         0.165   0.855   0.851   0.708   0.548   0.507   0.580   0.523 
 

 
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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top    0.104   0.502   0.498   0.324   0.017  -0.285  -0.580  -0.580
Bottom         0.165   1.054   1.057   1.197   1.440   1.675   1.899   1.899
 
Self wt.
Precast-top   -0.000   0.093   0.096   0.231   0.424   0.560   0.638   0.665
Bottom        -0.000  -0.076  -0.079  -0.187  -0.341  -0.446  -0.503  -0.525
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.019   0.045   0.083   0.110   0.125   0.130
Bottom        -0.000  -0.015  -0.015  -0.037  -0.067  -0.087  -0.098  -0.103
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.002   0.003   0.004
Bottom        -0.000  -0.000  -0.000  -0.001  -0.001  -0.002  -0.003  -0.003
 
Deck + Haunch
Precast-top   -0.000   0.094   0.097   0.233   0.429   0.566   0.644   0.672
Bottom        -0.000  -0.077  -0.079  -0.189  -0.345  -0.451  -0.509  -0.530
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.010   0.025   0.046   0.061   0.069   0.072
Precast-top   -0.000   0.008   0.008   0.019   0.035   0.046   0.053   0.055
Bottom        -0.000  -0.021  -0.022  -0.052  -0.096  -0.126  -0.143  -0.149
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.011   0.020   0.027   0.031   0.032
Precast-top   -0.000   0.003   0.004   0.008   0.016   0.021   0.024   0.025
Bottom        -0.000  -0.009  -0.010  -0.023  -0.043  -0.056  -0.064  -0.066
 
LL+I(+)
Topping-top   -0.000   0.053   0.054   0.129   0.233   0.301   0.340   0.349
Precast-top   -0.000   0.040   0.041   0.098   0.177   0.230   0.260   0.266
Bottom        -0.000  -0.110  -0.114  -0.270  -0.485  -0.624  -0.701  -0.719
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.067   0.070   0.165   0.300   0.389   0.440   0.453 
Precast-top    0.104   0.758   0.764   0.959   1.183   1.250   1.166   1.237 
Bottom         0.165   0.745   0.737   0.438   0.063  -0.117  -0.121  -0.197 
 

 
 
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    6.60   13.70   20.80   27.90   35.00
F_LL+I(+)
Topping-top   -0.000   0.065   0.068   0.158   0.276   0.354   0.388   0.371
Precast-top   -0.000   0.050   0.051   0.120   0.210   0.270   0.296   0.283
Bottom        -0.000  -0.137  -0.142  -0.330  -0.574  -0.733  -0.800  -0.766
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.073   0.075   0.176   0.309   0.398   0.438   0.423 
Precast-top    0.052   0.409   0.413   0.551   0.713   0.780   0.749   0.769 
Bottom         0.082   0.291   0.284   0.024  -0.300  -0.479  -0.510  -0.504 
 

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
    231.9    7.0   58.7    0.190   4.5   6.00e-3 50.0    227.9     0.927    5.493      0.89
      0.0    0.3   58.6     31.5 0.123      25.3 0.87    24.00     0.099    2.007 
Transfer:   3.00
    218.6    7.0   58.7    1.139  26.8   5.18e-3 47.1    188.0     0.701    1.360      0.00
    493.2    1.9   57.8    189.0 0.107      28.1 0.98    24.00     0.099    1.728 
Critical:   5.31
    206.2    7.0   58.7    1.294  26.8   3.83e-3 42.4    167.0     0.529    1.020      0.00
    894.5    2.2   57.7    189.0 0.100      35.4 1.24    24.00     0.099    1.677 
0.1L    :   7.10
    196.7    7.0   58.7    1.412  26.8   3.82e-3 42.4    156.4     0.495    1.020      0.00
   1202.5    2.4   57.6    189.0 0.095      35.4 1.24    24.00     0.099    1.758 
0.2L    :  14.20
    160.8    7.0   49.0    3.038  26.8   1.15e-3 33.0     91.3     0.249    0.680      0.00
   2138.7    2.9   47.6    189.0 0.091      60.7 2.58    24.00     0.099    1.881 
0.3L    :  21.30
    125.6    7.0   53.3    3.038  26.8   1.90e-3 35.6     61.9     0.171    0.267      0.00
   2765.5    2.9   51.9    189.0 0.062      50.9 1.98    24.00     0.099    1.248 
0.4L    :  28.40
     91.1    7.0   57.7    3.038   0.0   2.01e-3 36.0     47.9     0.124    0.267      0.00
   3077.6    2.9   56.2    189.0 0.051      53.3 1.92    24.00     0.099    1.546 
0.5L    :  35.50
     57.1    7.0   57.7    3.038   0.0   1.63e-3 34.7      3.5     0.099    0.267      0.00
   3085.8    2.9   56.2    189.0 0.032      60.0 2.16    24.00     0.099    2.649 
0.6L    :  42.60
     91.1    7.0   57.7    3.038   0.0   2.01e-3 36.0     47.9     0.124    0.267      0.00
   3077.6    2.9   56.2    189.0 0.051      53.3 1.92    24.00     0.099    1.546 
0.7L    :  49.70
    125.6    7.0   53.3    3.038  26.8   1.90e-3 35.6     61.9     0.171    0.267      0.00
   2765.5    2.9   51.9    189.0 0.062      50.9 1.98    24.00     0.099    1.248 
0.8L    :  56.80
    160.8    7.0   49.0    3.038  26.8   1.15e-3 33.0     91.3     0.249    0.680      0.00
   2138.7    2.9   47.6    189.0 0.091      60.7 2.58    24.00     0.099    1.881 
0.9L    :  63.90
    196.7    7.0   58.7    1.412  26.8   3.82e-3 42.4    156.4     0.495    1.020      0.00
   1202.5    2.4   57.6    189.0 0.095      35.4 1.24    24.00     0.099    1.758 
Critical:  65.69
    206.2    7.0   58.7    1.294  26.8   3.83e-3 42.4    167.0     0.529    1.020      0.00
    894.5    2.2   57.7    189.0 0.100      35.4 1.24    24.00     0.099    1.677 
Transfer:  68.00
    218.6    7.0   58.7    1.139  26.8   5.18e-3 47.1    188.0     0.701    1.360      0.00
    493.2    1.9   57.8    189.0 0.107      28.1 0.98    24.00     0.099    1.728 
Bearing :  70.50
    231.9    7.0   58.7    0.190   4.5   6.00e-3 50.0    227.9     0.927    5.493      0.89
      0.0    0.3   58.6     31.5 0.123      25.3 0.87    24.00     0.099    2.007 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    231.9      4.40     58.75    0.32       58.59    24.00      0.160      1.066      0.000      0.533 
Transfer:      2.50
    218.6      4.20     58.75    1.90       57.80    24.00      0.160      1.001      0.000      0.533 
Critical:      4.81
    206.3      3.97     58.75    2.16       57.67    24.00      0.160      0.925      0.000      0.400 
0.1L    :      6.60
    196.7      3.80     58.75    2.35       57.57    24.00      0.160      0.865      0.000      0.400 
0.2L    :     13.70
    160.8      3.76     49.00    2.89       47.56    24.00      0.160      0.853      0.000      0.267 
0.3L    :     20.80
    125.6      2.69     53.34    2.89       51.89    24.00      0.160      0.497      0.000      0.267 
0.4L    :     27.90
     91.1      1.80     57.68    2.89       56.23    24.00      0.160      0.200      0.000      0.267 
0.5L    :     35.00
     57.1      1.13     57.68    2.89       56.23    24.00      0.160      0.000      0.000      0.267 
0.6L    :     42.10
     91.1      1.80     57.68    2.89       56.23    24.00      0.160      0.200      0.000      0.267 
0.7L    :     49.20
    125.6      2.69     53.34    2.89       51.89    24.00      0.160      0.497      0.000      0.267 
0.8L    :     56.30
    160.8      3.76     49.00    2.89       47.56    24.00      0.160      0.853      0.000      0.267 
0.9L    :     63.40
    196.7      3.80     58.75    2.35       57.57    24.00      0.160      0.865      0.000      0.400 
Critical:     65.19
    206.3      3.97     58.75    2.16       57.67    24.00      0.160      0.925      0.000      0.400 
Transfer:     67.50
    218.6      4.20     58.75    1.90       57.80    24.00      0.160      1.001      0.000      0.533 
Bearing :     70.00
    231.9      4.40     58.75    0.32       58.59    24.00      0.160      1.066      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 = 6.60 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.116  2.30     -0.268
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.70 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.227  2.30     -0.523
DL-Prec. (DC)  :                       -0.044  3.00     -0.132
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.115
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.80 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.312  2.30     -0.718
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.158
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 27.90 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.363  2.30     -0.835
DL-Prec. (DC)  :                       -0.070  3.00     -0.211
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.062  3.00     -0.185
DL-Comp. (DW)  :                       -0.027  3.00     -0.082
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 35.00 ft
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.382  2.30     -0.878
DL-Prec. (DC)  :                       -0.074  3.00     -0.222
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.194
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 42.10 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.363  2.30     -0.835
DL-Prec. (DC)  :                       -0.070  3.00     -0.211
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.062  3.00     -0.185
DL-Comp. (DW)  :                       -0.027  3.00     -0.082
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 49.20 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.312  2.30     -0.718
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.158
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 56.30 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.227  2.30     -0.523
DL-Prec. (DC)  :                       -0.044  3.00     -0.132
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.115
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 63.40 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.116  2.30     -0.268
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
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
   487.1    42.2  1.993  266.0    2.2   1.90   1820.6  0.078T 1.00       -       -     -     -  
H/2     :   2.59
   504.7    42.2  2.004  266.0    2.2   1.91   1832.8  0.077T 1.00       -       -     -     -  
0.1L    :   6.60
  1202.5    44.7  2.472  265.3    2.8   2.35   2376.4  0.062T 1.00       -       -     -     -  
0.2L    :  13.70
  2195.7    49.0  3.038  264.8    3.4   2.89   3187.7  0.050T 1.00   2584.6  2584.6    1.23    -  
0.3L    :  20.80
  2877.6    53.3  3.038  265.2    3.4   2.89   3483.9  0.050T 1.00   2819.7  2819.7    1.24    -  
0.4L    :  27.90
  3282.3    57.7  3.038  265.5    3.4   2.89   3780.2  0.050T 1.00   3098.9  3098.9    1.22    -  
0.5L    :  35.00
  3391.6    57.7  3.038  265.5    3.4   2.89   3780.2  0.050T 1.00   3077.6  3077.6    1.23    -  
0.6L    :  42.10
  3282.3    57.7  3.038  265.5    3.4   2.89   3780.2  0.050T 1.00   3098.9  3098.9    1.22    -  
0.7L    :  49.20
  2877.6    53.3  3.038  265.2    3.4   2.89   3483.9  0.050T 1.00   2819.7  2819.7    1.24    -  
0.8L    :  56.30
  2195.7    49.0  3.038  264.8    3.4   2.89   3187.7  0.050T 1.00   2584.6  2584.6    1.23    -  
0.9L    :  63.40
  1202.5    44.7  2.472  265.3    2.8   2.35   2376.4  0.062T 1.00       -       -     -     -  
H/2     :  67.41
   504.7    42.2  2.004  266.0    2.2   1.91   1832.8  0.077T 1.00       -       -     -     -  
Transfer:  67.50
   487.1    42.2  1.993  266.0    2.2   1.90   1820.6  0.078T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.251
 
  2   2 E  50.50 Ft     0.368
        M  10.00 Fb     0.170
 
  3   2 E  46.50 Ft     0.709
        M   6.00 Fb     0.127
 
  4   2 E  42.50 Ft     1.003
        M   2.00 Fb     0.123
 
  5   2 E   6.00 Ft     0.918
        M   6.00 Fb     0.427
 
  6   2 E   4.00 Ft     0.809
        M   4.00 Fb     0.751
 
  7   2 E   2.00 Ft     0.677
        M   2.00 Fb     1.093
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 71.00            Release Length, ft: 71.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   6           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.94 %               Final losses: 11.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.618   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.004   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3780.20     3391.61     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   0.540     Midspan    1.800   0.104     Midspan
    Pre.Top:   3.000   1.307   0.3L/0.7L    2.250   1.020   0.3L/0.7L
    Pre.Bot:   3.000   0.718    Transfer    2.250   0.855    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.104     Bearing
    Pre.Bot:  -0.420  -0.197     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.780   0.3L/0.7L
    Pre.Bot:                                                             2.000   0.291    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.382  2.30     -0.878
DL-Prec. (DC)  :                       -0.074  3.00     -0.222
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.194
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
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   70.00
     DC  Line       0.070      0.00       0.070   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.000 ft
Release length = 71.000 ft
Design  length = 70.000 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)  : 0.692   (Calculated)    
Live Moment (1  lane  loaded)  : 0.502   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.988   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.827   (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     6.60    13.70    20.80    27.90    35.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.7    657.0    657.0    657.0    657.0    657.0    657.0    657.0
  Yb      ,  in    24.36    24.25    24.25    24.18    24.06    23.94    23.82    23.82
  MI(Ixx) , in4   214997   215298   215307   215790   217168   219215   221930   221930
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.5   1247.8   1247.8   1247.8   1247.8   1247.8   1247.8   1247.8
  Yb      ,  in    40.65    40.42    40.41    40.38    40.32    40.26    40.20    40.20
  MI(Ixx) , in4   573102   579247   579287   581101   584814   589164   594151   594151

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.40 ft from member end )
END PATTERN (Ycg = 21.93 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in     2 @ 10.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.985 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.981 ft
Holddown Force        =  30.118 kips     Beam Shrtng (PL/AE)   =      0.190 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)       
-------------------------------------------------------------------------------------
       996.398         740 737.335     11.664 47237.293   761.294     192.305        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      0.6250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#4[M13]       60.00        0.40      10.50       3.8750      4.7500    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.7500     10.7500    Yes
      2      US#5[M16]       60.00        0.62       9.75       3.5000      4.3130     No
      2      US#5[M16]       60.00        0.62      11.25       4.3130      5.2598     No
      2      US#5[M16]       60.00        0.62      12.00       5.2598     10.2598     No
      2      US#5[M16]       60.00        0.62      15.00      10.2598     11.5098     No
      2      US#5[M16]       60.00        0.62      18.00      11.5098     19.0098     No
      2      US#4[M13]       60.00        0.40      18.00      10.7500     60.2500    Yes
      2      US#5[M16]       60.00        0.62      18.00      51.9902     59.4902     No
      2      US#5[M16]       60.00        0.62      15.00      59.4902     60.7402     No
      2      US#5[M16]       60.00        0.62      12.00      60.7402     65.7402     No
      2      US#5[M16]       60.00        0.62      11.25      65.7402     66.6870     No
      2      US#5[M16]       60.00        0.62       9.75      66.6870     67.5000     No
      2      US#4[M13]       60.00        0.40      12.00      60.2500     66.2500    Yes
      2      US#4[M13]       60.00        0.40      10.50      66.2500     67.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00      67.5000     69.7500     No
      2      US#5[M16]       60.00        0.62       7.50      69.7500     70.3750     No
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.6250     No
      2      US#4[M13]       60.00        0.40       9.00      67.1250     70.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.8750     No
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  4.57 in
         P_init    =      595.5 kips  Ecc = 19.80 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.69 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.382 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.50 ksi    0.00 ksi
    due to Composite Loads                                 -1.25 ksi    0.00 ksi
    due to Live Loads                                      -4.49 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                         8.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.69 ksi  ( 4.94 %)            12.54 ksi ( 6.40 %)
Total Prestress Losses                                    22.23 ksi (11.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   174.0   180.3   428.1   776.3  1008.0  1144.2  1173.6
            V     104.1    98.9    98.7    90.5    76.5    62.6    44.4    30.5
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   104.1    98.9    98.7    90.5    77.2    64.4    52.1    40.2
            M      -0.0   177.7   184.0   428.1   741.4   939.4  1018.8   986.4
Total     : M+      0.0   335.6   347.6   828.8  1515.1  1988.6  2270.3  2348.9
            V     171.1   161.2   160.8   144.9   117.4    89.8    58.1    30.6
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   171.1   161.2   160.8   144.9   118.1    91.7    65.8    40.4
            M      -0.0   339.2   351.4   828.8  1480.2  1920.0  2144.9  2161.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+   1144.2  1008.0   776.3   428.1   180.3   174.0     0.0
            V      44.4    62.6    76.5    90.5    98.7    98.9   104.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.1    64.4    77.2    90.5    98.7    98.9   104.1
            M    1018.8   939.4   741.4   428.1   184.0   177.7    -0.0
Total     : M+   2270.3  1988.6  1515.1   828.8   347.6   335.6     0.0
            V      58.1    89.8   117.4   144.9   160.8   161.2   171.1
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    65.8    91.7   118.1   144.9   160.8   161.2   171.1
            M    2144.9  1920.0  1480.2   828.8   351.4   339.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.3             23.3
Deck+Haunch            25.8             25.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           23.1             23.1
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   139.2   144.2   342.5   621.0   806.4   915.4   938.9
            V      83.3    79.1    79.0    72.4    61.2    50.1    35.5    24.4
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    83.3    79.1    79.0    72.4    61.8    51.6    41.7    32.2
            M      -0.0   142.1   147.2   342.5   593.1   751.5   815.1   789.1
Total     : M+      0.0   300.8   311.6   743.2  1359.8  1787.0  2041.4  2114.1
            V     150.3   141.4   141.1   126.8   102.1    77.3    49.2    24.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   150.3   141.4   141.1   126.8   102.6    78.8    55.4    32.3
            M      -0.0   303.7   314.6   743.2  1331.9  1732.1  1941.1  1964.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+    915.4   806.4   621.0   342.5   144.2   139.2     0.0
            V      35.5    50.1    61.2    72.4    79.0    79.1    83.3
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    41.7    51.6    61.8    72.4    79.0    79.1    83.3
            M     815.1   751.5   593.1   342.5   147.2   142.1    -0.0
Total     : M+   2041.4  1787.0  1359.8   743.2   311.6   300.8     0.0
            V      49.2    77.3   102.1   126.8   141.1   141.4   150.3
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    55.4    78.8   102.6   126.8   141.1   141.4   150.3
            M    1941.1  1732.1  1331.9   743.2   314.6   303.7    -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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    70.2    72.7   174.0   320.7   425.5   488.4   509.4
(Max)       V      29.1    27.0    27.0    23.6    17.7    11.8     5.9     0.0
Self wt.  : M       0.0    50.5    52.3   125.3   230.9   306.4   351.7   366.8
(Min)       V      21.0    19.5    19.4    17.0    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     8.5     8.8    21.0    38.7    51.4    59.0    61.5
DC(Max)     V       3.5     3.3     3.3     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     6.1     6.3    15.1    27.9    37.0    42.5    44.3
DC(Min)     V       2.5     2.3     2.3     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    80.5   192.7   355.3   471.4   541.0   564.2
Haunch (Max)V      32.2    29.9    29.9    26.2    19.6    13.1     6.5     0.0
Deck +    : M       0.0    56.0    58.0   138.8   255.8   339.4   389.5   406.3
Haunch (Min)V      23.2    21.6    21.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.2     2.4     3.7     5.0     6.2
(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     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.2    32.3    77.4   142.7   189.3   217.3   226.6
DC(Max)     V      13.0    12.0    12.0    10.5     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    22.5    23.3    55.7   102.7   136.3   156.5   163.2
DC(Min)     V       9.3     8.7     8.6     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    16.7    17.3    41.4    76.4   101.3   116.3   121.3
DW(Max)     V       6.9     6.4     6.4     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.2     7.5    18.0    33.1    43.9    50.4    52.6
DW(Min)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   304.5   315.4   749.2  1358.5  1764.0  2002.4  2053.9
            V     182.2   173.1   172.8   158.3   133.9   109.5    77.7    53.3
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   182.2   173.1   172.8   158.3   135.1   112.8    91.2    70.4
            M      -0.0   310.9   322.0   749.2  1297.5  1643.9  1783.0  1726.2
Total     : M+      0.0   509.3   527.6  1257.0  2294.7  3006.7  3429.3  3543.1
            V     267.1   252.0   251.4   227.3   185.7   144.1    95.1    53.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   267.1   252.0   251.4   227.3   186.9   147.3   108.6    70.5
            M      -0.0   515.7   534.1  1257.0  2233.7  2886.5  3209.9  3215.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     488.4   425.5   320.7   174.0    72.7    70.2     0.0
(Max)       V       5.9    11.8    17.7    23.6    27.0    27.0    29.1
Self wt.  : M     351.7   306.4   230.9   125.3    52.3    50.5     0.0
(Min)       V       4.3     8.5    12.8    17.0    19.4    19.5    21.0
DL-Prec.  : M      59.0    51.4    38.7    21.0     8.8     8.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.9     3.3     3.3     3.5
DL-Prec.  : M      42.5    37.0    27.9    15.1     6.3     6.1     0.0
DC(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
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     541.0   471.4   355.3   192.7    80.5    77.7     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    29.9    29.9    32.2
Deck +    : M     389.5   339.4   255.8   138.8    58.0    56.0     0.0
Haunch (Min)V       4.7     9.4    14.1    18.8    21.5    21.6    23.2
Diaphragm : M       5.0     3.7     2.4     1.2     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.8     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     217.3   189.3   142.7    77.4    32.3    31.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.5    12.0    12.0    13.0
DL-Comp   : M     156.5   136.3   102.7    55.7    23.3    22.5     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.6     8.7     9.3
DL-Comp   : M     116.3   101.3    76.4    41.4    17.3    16.7     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.4     6.4     6.9
DL-Comp   : M      50.4    43.9    33.1    18.0     7.5     7.2     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
LL + I    : M+   2002.4  1764.0  1358.5   749.2   315.4   304.5     0.0
            V      77.7   109.5   133.9   158.3   172.8   173.1   182.2
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    91.2   112.8   135.1   158.3   172.8   173.1   182.2
            M    1783.0  1643.9  1297.5   749.2   322.0   310.9    -0.0
Total     : M+   3429.3  3006.7  2294.7  1257.0   527.6   509.3     0.0
            V      95.1   144.1   185.7   227.3   251.4   252.0   267.1
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   108.6   147.3   186.9   227.3   251.4   252.0   267.1
            M    3209.9  2886.5  2233.7  1257.0   534.1   515.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.1             29.1
Deck+Haunch            32.2             32.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.5              3.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           34.6             34.6
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     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     0.9     2.0     3.0     4.0     5.0
(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    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     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   126.9   131.4   307.3   538.1   693.4   764.3   731.8
            V      88.6    84.1    83.9    76.6    64.7    50.4    38.4    26.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.6    84.1    83.9    76.6    64.7    52.7    41.1    30.6
            M       0.0   126.9   131.4   307.3   538.1   665.6   696.2   651.0
Total     : M+      0.0   288.5   298.8   707.9  1276.9  1674.0  1890.3  1907.1
            V     155.6   146.3   146.0   131.0   105.5    77.7    52.1    27.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   155.6   146.3   146.0   131.0   105.5    80.0    54.8    30.8
            M       0.0   288.5   298.8   707.9  1276.9  1646.2  1822.3  1826.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    764.3   693.4   538.1   307.3   131.4   126.9     0.0
            V      38.4    50.4    64.7    76.6    83.9    84.1    88.6
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    41.1    52.7    64.7    76.6    83.9    84.1    88.6
            M     696.2   665.6   538.1   307.3   131.4   126.9     0.0
Total     : M+   1890.3  1674.0  1276.9   707.9   298.8   288.5     0.0
            V      52.1    77.7   105.5   131.0   146.0   146.3   155.6
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    54.8    80.0   105.5   131.0   146.0   146.3   155.6
            M    1822.3  1646.2  1276.9   707.9   298.8   288.5     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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.014   0.034   0.062   0.082   0.094   0.098 
Precast-top    0.104   0.720   0.724   0.865   1.012   1.029   0.918   0.983 
Bottom         0.165   0.854   0.850   0.704   0.540   0.497   0.569   0.510 
 

 
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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    6.60   13.70   20.80   27.90   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.055   0.057   0.133   0.234   0.301   0.332   0.321 
Precast-top    0.052   0.396   0.399   0.519   0.657   0.709   0.672   0.696 
Bottom         0.082   0.321   0.315   0.096  -0.175  -0.320  -0.336  -0.339 
 

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
    267.1    7.0   58.7    0.190   4.5   6.00e-3 50.0    267.0     1.086    5.493      1.16
      0.0    0.3   58.6     31.5 0.143      25.3 0.87    12.00     0.099    1.743 
Transfer:   3.00
    252.0    7.0   58.7    1.137  26.8   6.00e-3 50.0    228.2     0.940    1.360      0.00
    515.7    1.7   57.9    189.0 0.125      25.0 0.87    24.00     0.099    1.364 
Critical:   5.31
    238.0    7.0   58.7    1.292  26.8   4.84e-3 45.9    208.0     0.744    1.020      0.00
    936.4    2.0   57.8    189.0 0.118      29.6 1.04    24.00     0.099    1.292 
0.1L    :   7.10
    227.3    7.0   58.7    1.411  26.8   4.86e-3 46.0    196.3     0.705    1.020      0.00
   1257.0    2.1   57.7    189.0 0.112      29.5 1.03    24.00     0.099    1.347 
0.2L    :  14.20
    186.9    7.0   49.0    3.038  26.8   1.71e-3 35.0    131.3     0.385    0.680      0.00
   2233.7    2.6   47.7    189.0 0.108      49.6 2.10    24.00     0.099    1.484 
0.3L    :  21.30
    147.3    7.0   53.3    3.038  26.8   2.45e-3 37.6     93.4     0.276    0.267      0.00
   2886.5    2.6   52.0    189.0 0.075      43.5 1.69    24.00     0.099    0.980*
0.4L    :  28.40
    108.6    7.0   57.7    3.038   0.0   2.52e-3 37.8     74.3     0.204    0.267      0.00
   3209.9    2.6   56.4    189.0 0.061      46.4 1.66    24.00     0.099    1.187 
0.5L    :  35.50
     70.5    7.0   57.7    3.038   0.0   2.09e-3 36.3     26.3     0.099    0.267      0.00
   3215.4    2.6   56.4    189.0 0.040      52.1 1.87    24.00     0.099    1.969 
0.6L    :  42.60
    108.6    7.0   57.7    3.038   0.0   2.52e-3 37.8     74.3     0.204    0.267      0.00
   3209.9    2.6   56.4    189.0 0.061      46.4 1.66    24.00     0.099    1.187 
0.7L    :  49.70
    147.3    7.0   53.3    3.038  26.8   2.45e-3 37.6     93.4     0.276    0.267      0.00
   2886.5    2.6   52.0    189.0 0.075      43.5 1.69    24.00     0.099    0.980*
0.8L    :  56.80
    186.9    7.0   49.0    3.038  26.8   1.71e-3 35.0    131.3     0.385    0.680      0.00
   2233.7    2.6   47.7    189.0 0.108      49.6 2.10    24.00     0.099    1.484 
0.9L    :  63.90
    227.3    7.0   58.7    1.411  26.8   4.86e-3 46.0    196.3     0.705    1.020      0.00
   1257.0    2.1   57.7    189.0 0.112      29.5 1.03    24.00     0.099    1.347 
Critical:  65.69
    238.0    7.0   58.7    1.292  26.8   4.84e-3 45.9    208.0     0.744    1.020      0.00
    936.4    2.0   57.8    189.0 0.118      29.6 1.04    24.00     0.099    1.292 
Transfer:  68.00
    252.0    7.0   58.7    1.137  26.8   6.00e-3 50.0    228.2     0.940    1.360      0.00
    515.7    1.7   57.9    189.0 0.125      25.0 0.87    24.00     0.099    1.364 
Bearing :  70.50
    267.1    7.0   58.7    0.190   4.5   6.00e-3 50.0    267.0     1.086    5.493      1.16
      0.0    0.3   58.6     31.5 0.143      25.3 0.87    12.00     0.099    1.743 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    267.1      5.06     58.75    0.29       58.60    24.00      0.160      1.288      0.117      0.533 
Transfer:      2.50
    252.0      4.84     58.75    1.73       57.88    24.00      0.160      1.213      0.072      0.533 
Critical:      4.81
    238.0      4.58     58.75    1.97       57.77    24.00      0.160      1.126      0.020      0.400 
0.1L    :      6.60
    227.3      4.38     58.75    2.14       57.68    24.00      0.160      1.059      0.000      0.400 
0.2L    :     13.70
    186.9      4.35     49.00    2.63       47.68    24.00      0.160      1.052      0.000      0.267 
0.3L    :     20.80
    147.3      3.15     53.34    2.64       52.02    24.00      0.160      0.649      0.000      0.267 
0.4L    :     27.90
    108.6      2.14     57.68    2.64       56.36    24.00      0.160      0.313      0.000      0.267 
0.5L    :     35.00
     70.5      1.39     57.68    2.64       56.36    24.00      0.160      0.064      0.000      0.267 
0.6L    :     42.10
    108.6      2.14     57.68    2.64       56.36    24.00      0.160      0.313      0.000      0.267 
0.7L    :     49.20
    147.3      3.15     53.34    2.64       52.02    24.00      0.160      0.649      0.000      0.267 
0.8L    :     56.30
    186.9      4.35     49.00    2.63       47.68    24.00      0.160      1.052      0.000      0.267 
0.9L    :     63.40
    227.3      4.38     58.75    2.14       57.68    24.00      0.160      1.059      0.000      0.400 
Critical:     65.19
    238.0      4.58     58.75    1.97       57.77    24.00      0.160      1.126      0.020      0.400 
Transfer:     67.50
    252.0      4.84     58.75    1.73       57.88    24.00      0.160      1.213      0.072      0.533 
Bearing :     70.00
    267.1      5.06     58.75    0.29       58.60    24.00      0.160      1.288      0.117      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.60 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.128  2.30     -0.294
DL-Prec. (DC)  :                       -0.014  3.00     -0.042
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.057
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.70 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.249  2.30     -0.573
DL-Prec. (DC)  :                       -0.027  3.00     -0.082
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.112
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.80 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.342  2.30     -0.787
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 27.90 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.398  2.30     -0.915
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.179
DL-Comp. (DW)  :                       -0.027  3.00     -0.080
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 35.00 ft
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.418  2.30     -0.963
DL-Prec. (DC)  :                       -0.046  3.00     -0.137
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.188
DL-Comp. (DW)  :                       -0.028  3.00     -0.084
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 42.10 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.398  2.30     -0.915
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.179
DL-Comp. (DW)  :                       -0.027  3.00     -0.080
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 49.20 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.342  2.30     -0.787
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 56.30 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.249  2.30     -0.573
DL-Prec. (DC)  :                       -0.027  3.00     -0.082
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.112
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 63.40 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.128  2.30     -0.294
DL-Prec. (DC)  :                       -0.014  3.00     -0.042
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.057
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 2,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   509.3    42.2  1.990  266.3    2.0   1.73   1824.1  0.086T 1.00       -       -     -     -  
H/2     :   2.59
   527.6    42.2  2.001  266.3    2.0   1.74   1836.4  0.085T 1.00       -       -     -     -  
0.1L    :   6.60
  1257.0    44.7  2.469  265.7    2.5   2.14   2382.7  0.069T 1.00       -       -     -     -  
0.2L    :  13.70
  2294.7    49.0  3.038  265.2    3.1   2.63   3201.7  0.055T 1.00    689.6   689.6    4.64    -  
0.3L    :  20.80
  3006.7    53.3  3.038  265.6    3.1   2.64   3498.0  0.055T 1.00    591.6   591.6    5.91    -  
0.4L    :  27.90
  3429.3    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    544.7   544.7    6.97    -  
0.5L    :  35.00
  3543.1    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    522.2   522.2    7.27    -  
0.6L    :  42.10
  3429.3    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    544.7   544.7    6.97    -  
0.7L    :  49.20
  3006.7    53.3  3.038  265.6    3.1   2.64   3498.0  0.055T 1.00    591.6   591.6    5.91    -  
0.8L    :  56.30
  2294.7    49.0  3.038  265.2    3.1   2.63   3201.7  0.055T 1.00    689.6   689.6    4.64    -  
0.9L    :  63.40
  1257.0    44.7  2.469  265.7    2.5   2.14   2382.7  0.069T 1.00       -       -     -     -  
H/2     :  67.41
   527.6    42.2  2.001  266.3    2.0   1.74   1836.4  0.085T 1.00       -       -     -     -  
Transfer:  67.50
   509.3    42.2  1.990  266.3    2.0   1.73   1824.1  0.086T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.251
 
  2   2 E  50.50 Ft     0.368
        M  10.00 Fb     0.170
 
  3   2 E  46.50 Ft     0.709
        M   6.00 Fb     0.127
 
  4   2 E  42.50 Ft     1.003
        M   2.00 Fb     0.123
 
  5   2 E   6.00 Ft     0.918
        M   6.00 Fb     0.427
 
  6   2 E   4.00 Ft     0.809
        M   4.00 Fb     0.751
 
  7   2 E   2.00 Ft     0.677
        M   2.00 Fb     1.093
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 71.00            Release Length, ft: 71.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   6           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.94 %               Final losses: 11.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.618   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.004   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3794.30     3543.12     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.098     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.029   0.3L/0.7L
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.854    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   0.709   0.3L/0.7L
    Pre.Bot:                                                             2.000   0.321    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.418  2.30     -0.963
DL-Prec. (DC)  :                       -0.046  3.00     -0.137
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.188
DL-Comp. (DW)  :                       -0.028  3.00     -0.084
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  20.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.010      0.00       0.010   70.00
     DC  Line       0.070      0.00       0.070   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.000 ft
Release length = 71.000 ft
Design  length = 70.000 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)  : 0.692   (Calculated)    
Live Moment (1  lane  loaded)  : 0.502   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.988   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.827   (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     6.60    13.70    20.80    27.90    35.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.7    657.0    657.0    657.0    657.0    657.0    657.0    657.0
  Yb      ,  in    24.36    24.25    24.25    24.18    24.06    23.94    23.82    23.82
  MI(Ixx) , in4   214997   215298   215307   215790   217168   219215   221930   221930
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.5   1247.8   1247.8   1247.8   1247.8   1247.8   1247.8   1247.8
  Yb      ,  in    40.65    40.42    40.41    40.38    40.32    40.26    40.20    40.20
  MI(Ixx) , in4   573102   579247   579287   581101   584814   589164   594151   594151

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.40 ft from member end )
END PATTERN (Ycg = 21.93 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in     2 @ 10.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.985 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.981 ft
Holddown Force        =  30.118 kips     Beam Shrtng (PL/AE)   =      0.190 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)       
-------------------------------------------------------------------------------------
       996.398         740 737.335     11.664 47237.293   761.294     192.305        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      0.6250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#4[M13]       60.00        0.40      10.50       3.8750      4.7500    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.7500     10.7500    Yes
      2      US#5[M16]       60.00        0.62       9.75       3.5000      4.3130     No
      2      US#5[M16]       60.00        0.62      11.25       4.3130      5.2598     No
      2      US#5[M16]       60.00        0.62      12.00       5.2598     10.2598     No
      2      US#5[M16]       60.00        0.62      15.00      10.2598     11.5098     No
      2      US#5[M16]       60.00        0.62      18.00      11.5098     19.0098     No
      2      US#4[M13]       60.00        0.40      18.00      10.7500     60.2500    Yes
      2      US#5[M16]       60.00        0.62      18.00      51.9902     59.4902     No
      2      US#5[M16]       60.00        0.62      15.00      59.4902     60.7402     No
      2      US#5[M16]       60.00        0.62      12.00      60.7402     65.7402     No
      2      US#5[M16]       60.00        0.62      11.25      65.7402     66.6870     No
      2      US#5[M16]       60.00        0.62       9.75      66.6870     67.5000     No
      2      US#4[M13]       60.00        0.40      12.00      60.2500     66.2500    Yes
      2      US#4[M13]       60.00        0.40      10.50      66.2500     67.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00      67.5000     69.7500     No
      2      US#5[M16]       60.00        0.62       7.50      69.7500     70.3750     No
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.6250     No
      2      US#4[M13]       60.00        0.40       9.00      67.1250     70.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.8750     No
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  4.57 in
         P_init    =      595.5 kips  Ecc = 19.80 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.69 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.382 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.50 ksi    0.00 ksi
    due to Composite Loads                                 -1.25 ksi    0.00 ksi
    due to Live Loads                                      -4.49 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                         8.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.69 ksi  ( 4.94 %)            12.54 ksi ( 6.40 %)
Total Prestress Losses                                    22.23 ksi (11.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   174.0   180.3   428.1   776.3  1008.0  1144.2  1173.6
            V     104.1    98.9    98.7    90.5    76.5    62.6    44.4    30.5
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   104.1    98.9    98.7    90.5    77.2    64.4    52.1    40.2
            M      -0.0   177.7   184.0   428.1   741.4   939.4  1018.8   986.4
Total     : M+      0.0   335.6   347.6   828.8  1515.1  1988.6  2270.3  2348.9
            V     171.1   161.2   160.8   144.9   117.4    89.8    58.1    30.6
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   171.1   161.2   160.8   144.9   118.1    91.7    65.8    40.4
            M      -0.0   339.2   351.4   828.8  1480.2  1920.0  2144.9  2161.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+   1144.2  1008.0   776.3   428.1   180.3   174.0     0.0
            V      44.4    62.6    76.5    90.5    98.7    98.9   104.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.1    64.4    77.2    90.5    98.7    98.9   104.1
            M    1018.8   939.4   741.4   428.1   184.0   177.7    -0.0
Total     : M+   2270.3  1988.6  1515.1   828.8   347.6   335.6     0.0
            V      58.1    89.8   117.4   144.9   160.8   161.2   171.1
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    65.8    91.7   118.1   144.9   160.8   161.2   171.1
            M    2144.9  1920.0  1480.2   828.8   351.4   339.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.3             23.3
Deck+Haunch            25.8             25.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           23.1             23.1
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   139.2   144.2   342.5   621.0   806.4   915.4   938.9
            V      83.3    79.1    79.0    72.4    61.2    50.1    35.5    24.4
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    83.3    79.1    79.0    72.4    61.8    51.6    41.7    32.2
            M      -0.0   142.1   147.2   342.5   593.1   751.5   815.1   789.1
Total     : M+      0.0   300.8   311.6   743.2  1359.8  1787.0  2041.4  2114.1
            V     150.3   141.4   141.1   126.8   102.1    77.3    49.2    24.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   150.3   141.4   141.1   126.8   102.6    78.8    55.4    32.3
            M      -0.0   303.7   314.6   743.2  1331.9  1732.1  1941.1  1964.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+    915.4   806.4   621.0   342.5   144.2   139.2     0.0
            V      35.5    50.1    61.2    72.4    79.0    79.1    83.3
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    41.7    51.6    61.8    72.4    79.0    79.1    83.3
            M     815.1   751.5   593.1   342.5   147.2   142.1    -0.0
Total     : M+   2041.4  1787.0  1359.8   743.2   311.6   300.8     0.0
            V      49.2    77.3   102.1   126.8   141.1   141.4   150.3
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    55.4    78.8   102.6   126.8   141.1   141.4   150.3
            M    1941.1  1732.1  1331.9   743.2   314.6   303.7    -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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    70.2    72.7   174.0   320.7   425.5   488.4   509.4
(Max)       V      29.1    27.0    27.0    23.6    17.7    11.8     5.9     0.0
Self wt.  : M       0.0    50.5    52.3   125.3   230.9   306.4   351.7   366.8
(Min)       V      21.0    19.5    19.4    17.0    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     8.5     8.8    21.0    38.7    51.4    59.0    61.5
DC(Max)     V       3.5     3.3     3.3     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     6.1     6.3    15.1    27.9    37.0    42.5    44.3
DC(Min)     V       2.5     2.3     2.3     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    80.5   192.7   355.3   471.4   541.0   564.2
Haunch (Max)V      32.2    29.9    29.9    26.2    19.6    13.1     6.5     0.0
Deck +    : M       0.0    56.0    58.0   138.8   255.8   339.4   389.5   406.3
Haunch (Min)V      23.2    21.6    21.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.2     2.4     3.7     5.0     6.2
(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     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.2    32.3    77.4   142.7   189.3   217.3   226.6
DC(Max)     V      13.0    12.0    12.0    10.5     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    22.5    23.3    55.7   102.7   136.3   156.5   163.2
DC(Min)     V       9.3     8.7     8.6     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    16.7    17.3    41.4    76.4   101.3   116.3   121.3
DW(Max)     V       6.9     6.4     6.4     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.2     7.5    18.0    33.1    43.9    50.4    52.6
DW(Min)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   304.5   315.4   749.2  1358.5  1764.0  2002.4  2053.9
            V     182.2   173.1   172.8   158.3   133.9   109.5    77.7    53.3
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   182.2   173.1   172.8   158.3   135.1   112.8    91.2    70.4
            M      -0.0   310.9   322.0   749.2  1297.5  1643.9  1783.0  1726.2
Total     : M+      0.0   509.3   527.6  1257.0  2294.7  3006.7  3429.3  3543.1
            V     267.1   252.0   251.4   227.3   185.7   144.1    95.1    53.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   267.1   252.0   251.4   227.3   186.9   147.3   108.6    70.5
            M      -0.0   515.7   534.1  1257.0  2233.7  2886.5  3209.9  3215.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     488.4   425.5   320.7   174.0    72.7    70.2     0.0
(Max)       V       5.9    11.8    17.7    23.6    27.0    27.0    29.1
Self wt.  : M     351.7   306.4   230.9   125.3    52.3    50.5     0.0
(Min)       V       4.3     8.5    12.8    17.0    19.4    19.5    21.0
DL-Prec.  : M      59.0    51.4    38.7    21.0     8.8     8.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.9     3.3     3.3     3.5
DL-Prec.  : M      42.5    37.0    27.9    15.1     6.3     6.1     0.0
DC(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
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     541.0   471.4   355.3   192.7    80.5    77.7     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    29.9    29.9    32.2
Deck +    : M     389.5   339.4   255.8   138.8    58.0    56.0     0.0
Haunch (Min)V       4.7     9.4    14.1    18.8    21.5    21.6    23.2
Diaphragm : M       5.0     3.7     2.4     1.2     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.8     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     217.3   189.3   142.7    77.4    32.3    31.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.5    12.0    12.0    13.0
DL-Comp   : M     156.5   136.3   102.7    55.7    23.3    22.5     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.6     8.7     9.3
DL-Comp   : M     116.3   101.3    76.4    41.4    17.3    16.7     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.4     6.4     6.9
DL-Comp   : M      50.4    43.9    33.1    18.0     7.5     7.2     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
LL + I    : M+   2002.4  1764.0  1358.5   749.2   315.4   304.5     0.0
            V      77.7   109.5   133.9   158.3   172.8   173.1   182.2
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    91.2   112.8   135.1   158.3   172.8   173.1   182.2
            M    1783.0  1643.9  1297.5   749.2   322.0   310.9    -0.0
Total     : M+   3429.3  3006.7  2294.7  1257.0   527.6   509.3     0.0
            V      95.1   144.1   185.7   227.3   251.4   252.0   267.1
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   108.6   147.3   186.9   227.3   251.4   252.0   267.1
            M    3209.9  2886.5  2233.7  1257.0   534.1   515.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.1             29.1
Deck+Haunch            32.2             32.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.5              3.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           34.6             34.6
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     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     0.9     2.0     3.0     4.0     5.0
(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    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     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   126.9   131.4   307.3   538.1   693.4   764.3   731.8
            V      88.6    84.1    83.9    76.6    64.7    50.4    38.4    26.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.6    84.1    83.9    76.6    64.7    52.7    41.1    30.6
            M       0.0   126.9   131.4   307.3   538.1   665.6   696.2   651.0
Total     : M+      0.0   288.5   298.8   707.9  1276.9  1674.0  1890.3  1907.1
            V     155.6   146.3   146.0   131.0   105.5    77.7    52.1    27.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   155.6   146.3   146.0   131.0   105.5    80.0    54.8    30.8
            M       0.0   288.5   298.8   707.9  1276.9  1646.2  1822.3  1826.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    764.3   693.4   538.1   307.3   131.4   126.9     0.0
            V      38.4    50.4    64.7    76.6    83.9    84.1    88.6
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    41.1    52.7    64.7    76.6    83.9    84.1    88.6
            M     696.2   665.6   538.1   307.3   131.4   126.9     0.0
Total     : M+   1890.3  1674.0  1276.9   707.9   298.8   288.5     0.0
            V      52.1    77.7   105.5   131.0   146.0   146.3   155.6
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    54.8    80.0   105.5   131.0   146.0   146.3   155.6
            M    1822.3  1646.2  1276.9   707.9   298.8   288.5     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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.014   0.034   0.062   0.082   0.094   0.098 
Precast-top    0.104   0.720   0.724   0.865   1.012   1.029   0.918   0.983 
Bottom         0.165   0.854   0.850   0.704   0.540   0.497   0.569   0.510 
 

 
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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    6.60   13.70   20.80   27.90   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.055   0.057   0.133   0.234   0.301   0.332   0.321 
Precast-top    0.052   0.396   0.399   0.519   0.657   0.709   0.672   0.696 
Bottom         0.082   0.321   0.315   0.096  -0.175  -0.320  -0.336  -0.339 
 

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
    267.1    7.0   58.7    0.190   4.5   6.00e-3 50.0    267.0     1.086    5.493      1.16
      0.0    0.3   58.6     31.5 0.143      25.3 0.87    12.00     0.099    1.743 
Transfer:   3.00
    252.0    7.0   58.7    1.137  26.8   6.00e-3 50.0    228.2     0.940    1.360      0.00
    515.7    1.7   57.9    189.0 0.125      25.0 0.87    24.00     0.099    1.364 
Critical:   5.31
    238.0    7.0   58.7    1.292  26.8   4.84e-3 45.9    208.0     0.744    1.020      0.00
    936.4    2.0   57.8    189.0 0.118      29.6 1.04    24.00     0.099    1.292 
0.1L    :   7.10
    227.3    7.0   58.7    1.411  26.8   4.86e-3 46.0    196.3     0.705    1.020      0.00
   1257.0    2.1   57.7    189.0 0.112      29.5 1.03    24.00     0.099    1.347 
0.2L    :  14.20
    186.9    7.0   49.0    3.038  26.8   1.71e-3 35.0    131.3     0.385    0.680      0.00
   2233.7    2.6   47.7    189.0 0.108      49.6 2.10    24.00     0.099    1.484 
0.3L    :  21.30
    147.3    7.0   53.3    3.038  26.8   2.45e-3 37.6     93.4     0.276    0.267      0.00
   2886.5    2.6   52.0    189.0 0.075      43.5 1.69    24.00     0.099    0.980*
0.4L    :  28.40
    108.6    7.0   57.7    3.038   0.0   2.52e-3 37.8     74.3     0.204    0.267      0.00
   3209.9    2.6   56.4    189.0 0.061      46.4 1.66    24.00     0.099    1.187 
0.5L    :  35.50
     70.5    7.0   57.7    3.038   0.0   2.09e-3 36.3     26.3     0.099    0.267      0.00
   3215.4    2.6   56.4    189.0 0.040      52.1 1.87    24.00     0.099    1.969 
0.6L    :  42.60
    108.6    7.0   57.7    3.038   0.0   2.52e-3 37.8     74.3     0.204    0.267      0.00
   3209.9    2.6   56.4    189.0 0.061      46.4 1.66    24.00     0.099    1.187 
0.7L    :  49.70
    147.3    7.0   53.3    3.038  26.8   2.45e-3 37.6     93.4     0.276    0.267      0.00
   2886.5    2.6   52.0    189.0 0.075      43.5 1.69    24.00     0.099    0.980*
0.8L    :  56.80
    186.9    7.0   49.0    3.038  26.8   1.71e-3 35.0    131.3     0.385    0.680      0.00
   2233.7    2.6   47.7    189.0 0.108      49.6 2.10    24.00     0.099    1.484 
0.9L    :  63.90
    227.3    7.0   58.7    1.411  26.8   4.86e-3 46.0    196.3     0.705    1.020      0.00
   1257.0    2.1   57.7    189.0 0.112      29.5 1.03    24.00     0.099    1.347 
Critical:  65.69
    238.0    7.0   58.7    1.292  26.8   4.84e-3 45.9    208.0     0.744    1.020      0.00
    936.4    2.0   57.8    189.0 0.118      29.6 1.04    24.00     0.099    1.292 
Transfer:  68.00
    252.0    7.0   58.7    1.137  26.8   6.00e-3 50.0    228.2     0.940    1.360      0.00
    515.7    1.7   57.9    189.0 0.125      25.0 0.87    24.00     0.099    1.364 
Bearing :  70.50
    267.1    7.0   58.7    0.190   4.5   6.00e-3 50.0    267.0     1.086    5.493      1.16
      0.0    0.3   58.6     31.5 0.143      25.3 0.87    12.00     0.099    1.743 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    267.1      5.06     58.75    0.29       58.60    24.00      0.160      1.288      0.117      0.533 
Transfer:      2.50
    252.0      4.84     58.75    1.73       57.88    24.00      0.160      1.213      0.072      0.533 
Critical:      4.81
    238.0      4.58     58.75    1.97       57.77    24.00      0.160      1.126      0.020      0.400 
0.1L    :      6.60
    227.3      4.38     58.75    2.14       57.68    24.00      0.160      1.059      0.000      0.400 
0.2L    :     13.70
    186.9      4.35     49.00    2.63       47.68    24.00      0.160      1.052      0.000      0.267 
0.3L    :     20.80
    147.3      3.15     53.34    2.64       52.02    24.00      0.160      0.649      0.000      0.267 
0.4L    :     27.90
    108.6      2.14     57.68    2.64       56.36    24.00      0.160      0.313      0.000      0.267 
0.5L    :     35.00
     70.5      1.39     57.68    2.64       56.36    24.00      0.160      0.064      0.000      0.267 
0.6L    :     42.10
    108.6      2.14     57.68    2.64       56.36    24.00      0.160      0.313      0.000      0.267 
0.7L    :     49.20
    147.3      3.15     53.34    2.64       52.02    24.00      0.160      0.649      0.000      0.267 
0.8L    :     56.30
    186.9      4.35     49.00    2.63       47.68    24.00      0.160      1.052      0.000      0.267 
0.9L    :     63.40
    227.3      4.38     58.75    2.14       57.68    24.00      0.160      1.059      0.000      0.400 
Critical:     65.19
    238.0      4.58     58.75    1.97       57.77    24.00      0.160      1.126      0.020      0.400 
Transfer:     67.50
    252.0      4.84     58.75    1.73       57.88    24.00      0.160      1.213      0.072      0.533 
Bearing :     70.00
    267.1      5.06     58.75    0.29       58.60    24.00      0.160      1.288      0.117      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.60 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.128  2.30     -0.294
DL-Prec. (DC)  :                       -0.014  3.00     -0.042
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.057
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.70 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.249  2.30     -0.573
DL-Prec. (DC)  :                       -0.027  3.00     -0.082
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.112
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.80 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.342  2.30     -0.787
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 27.90 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.398  2.30     -0.915
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.179
DL-Comp. (DW)  :                       -0.027  3.00     -0.080
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 35.00 ft
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.418  2.30     -0.963
DL-Prec. (DC)  :                       -0.046  3.00     -0.137
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.188
DL-Comp. (DW)  :                       -0.028  3.00     -0.084
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 42.10 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.398  2.30     -0.915
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.179
DL-Comp. (DW)  :                       -0.027  3.00     -0.080
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 49.20 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.342  2.30     -0.787
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 56.30 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.249  2.30     -0.573
DL-Prec. (DC)  :                       -0.027  3.00     -0.082
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.112
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 63.40 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.128  2.30     -0.294
DL-Prec. (DC)  :                       -0.014  3.00     -0.042
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.057
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 3,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   509.3    42.2  1.990  266.3    2.0   1.73   1824.1  0.086T 1.00       -       -     -     -  
H/2     :   2.59
   527.6    42.2  2.001  266.3    2.0   1.74   1836.4  0.085T 1.00       -       -     -     -  
0.1L    :   6.60
  1257.0    44.7  2.469  265.7    2.5   2.14   2382.7  0.069T 1.00       -       -     -     -  
0.2L    :  13.70
  2294.7    49.0  3.038  265.2    3.1   2.63   3201.7  0.055T 1.00    689.6   689.6    4.64    -  
0.3L    :  20.80
  3006.7    53.3  3.038  265.6    3.1   2.64   3498.0  0.055T 1.00    591.6   591.6    5.91    -  
0.4L    :  27.90
  3429.3    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    544.7   544.7    6.97    -  
0.5L    :  35.00
  3543.1    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    522.2   522.2    7.27    -  
0.6L    :  42.10
  3429.3    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    544.7   544.7    6.97    -  
0.7L    :  49.20
  3006.7    53.3  3.038  265.6    3.1   2.64   3498.0  0.055T 1.00    591.6   591.6    5.91    -  
0.8L    :  56.30
  2294.7    49.0  3.038  265.2    3.1   2.63   3201.7  0.055T 1.00    689.6   689.6    4.64    -  
0.9L    :  63.40
  1257.0    44.7  2.469  265.7    2.5   2.14   2382.7  0.069T 1.00       -       -     -     -  
H/2     :  67.41
   527.6    42.2  2.001  266.3    2.0   1.74   1836.4  0.085T 1.00       -       -     -     -  
Transfer:  67.50
   509.3    42.2  1.990  266.3    2.0   1.73   1824.1  0.086T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.251
 
  2   2 E  50.50 Ft     0.368
        M  10.00 Fb     0.170
 
  3   2 E  46.50 Ft     0.709
        M   6.00 Fb     0.127
 
  4   2 E  42.50 Ft     1.003
        M   2.00 Fb     0.123
 
  5   2 E   6.00 Ft     0.918
        M   6.00 Fb     0.427
 
  6   2 E   4.00 Ft     0.809
        M   4.00 Fb     0.751
 
  7   2 E   2.00 Ft     0.677
        M   2.00 Fb     1.093
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 71.00            Release Length, ft: 71.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   6           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.94 %               Final losses: 11.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.618   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.004   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3794.30     3543.12     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.098     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.029   0.3L/0.7L
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.854    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   0.709   0.3L/0.7L
    Pre.Bot:                                                             2.000   0.321    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.418  2.30     -0.963
DL-Prec. (DC)  :                       -0.046  3.00     -0.137
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.188
DL-Comp. (DW)  :                       -0.028  3.00     -0.084
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  20.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.010      0.00       0.010   70.00
     DC  Line       0.070      0.00       0.070   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.000 ft
Release length = 71.000 ft
Design  length = 70.000 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)  : 0.692   (Calculated)    
Live Moment (1  lane  loaded)  : 0.502   (Calculated)    
Live Shear  (2+ lanes loaded)  : 0.988   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.827   (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     6.60    13.70    20.80    27.90    35.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.7    657.0    657.0    657.0    657.0    657.0    657.0    657.0
  Yb      ,  in    24.36    24.25    24.25    24.18    24.06    23.94    23.82    23.82
  MI(Ixx) , in4   214997   215298   215307   215790   217168   219215   221930   221930
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1233.5   1247.8   1247.8   1247.8   1247.8   1247.8   1247.8   1247.8
  Yb      ,  in    40.65    40.42    40.41    40.38    40.32    40.26    40.20    40.20
  MI(Ixx) , in4   573102   579247   579287   581101   584814   589164   594151   594151

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.40 ft from member end )
END PATTERN (Ycg = 21.93 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in     2 @ 10.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.985 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.981 ft
Holddown Force        =  30.118 kips     Beam Shrtng (PL/AE)   =      0.190 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)       
-------------------------------------------------------------------------------------
       996.398         740 737.335     11.664 47237.293   761.294     192.305        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      0.6250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#4[M13]       60.00        0.40      10.50       3.8750      4.7500    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.7500     10.7500    Yes
      2      US#5[M16]       60.00        0.62       9.75       3.5000      4.3130     No
      2      US#5[M16]       60.00        0.62      11.25       4.3130      5.2598     No
      2      US#5[M16]       60.00        0.62      12.00       5.2598     10.2598     No
      2      US#5[M16]       60.00        0.62      15.00      10.2598     11.5098     No
      2      US#5[M16]       60.00        0.62      18.00      11.5098     19.0098     No
      2      US#4[M13]       60.00        0.40      18.00      10.7500     60.2500    Yes
      2      US#5[M16]       60.00        0.62      18.00      51.9902     59.4902     No
      2      US#5[M16]       60.00        0.62      15.00      59.4902     60.7402     No
      2      US#5[M16]       60.00        0.62      12.00      60.7402     65.7402     No
      2      US#5[M16]       60.00        0.62      11.25      65.7402     66.6870     No
      2      US#5[M16]       60.00        0.62       9.75      66.6870     67.5000     No
      2      US#4[M13]       60.00        0.40      12.00      60.2500     66.2500    Yes
      2      US#4[M13]       60.00        0.40      10.50      66.2500     67.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00      67.5000     69.7500     No
      2      US#5[M16]       60.00        0.62       7.50      69.7500     70.3750     No
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.6250     No
      2      US#4[M13]       60.00        0.40       9.00      67.1250     70.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.8750     No
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  4.57 in
         P_init    =      595.5 kips  Ecc = 19.80 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.69 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.382 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.50 ksi    0.00 ksi
    due to Composite Loads                                 -1.25 ksi    0.00 ksi
    due to Live Loads                                      -4.49 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                         8.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.69 ksi  ( 4.94 %)            12.54 ksi ( 6.40 %)
Total Prestress Losses                                    22.23 ksi (11.34 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   174.0   180.3   428.1   776.3  1008.0  1144.2  1173.6
            V     104.1    98.9    98.7    90.5    76.5    62.6    44.4    30.5
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   104.1    98.9    98.7    90.5    77.2    64.4    52.1    40.2
            M      -0.0   177.7   184.0   428.1   741.4   939.4  1018.8   986.4
Total     : M+      0.0   335.6   347.6   828.8  1515.1  1988.6  2270.3  2348.9
            V     171.1   161.2   160.8   144.9   117.4    89.8    58.1    30.6
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   171.1   161.2   160.8   144.9   118.1    91.7    65.8    40.4
            M      -0.0   339.2   351.4   828.8  1480.2  1920.0  2144.9  2161.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+   1144.2  1008.0   776.3   428.1   180.3   174.0     0.0
            V      44.4    62.6    76.5    90.5    98.7    98.9   104.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    52.1    64.4    77.2    90.5    98.7    98.9   104.1
            M    1018.8   939.4   741.4   428.1   184.0   177.7    -0.0
Total     : M+   2270.3  1988.6  1515.1   828.8   347.6   335.6     0.0
            V      58.1    89.8   117.4   144.9   160.8   161.2   171.1
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    65.8    91.7   118.1   144.9   160.8   161.2   171.1
            M    2144.9  1920.0  1480.2   828.8   351.4   339.2    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.3             23.3
Deck+Haunch            25.8             25.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.8              2.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           23.1             23.1
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     2.0     3.0     4.0     5.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   139.2   144.2   342.5   621.0   806.4   915.4   938.9
            V      83.3    79.1    79.0    72.4    61.2    50.1    35.5    24.4
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    83.3    79.1    79.0    72.4    61.8    51.6    41.7    32.2
            M      -0.0   142.1   147.2   342.5   593.1   751.5   815.1   789.1
Total     : M+      0.0   300.8   311.6   743.2  1359.8  1787.0  2041.4  2114.1
            V     150.3   141.4   141.1   126.8   102.1    77.3    49.2    24.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   150.3   141.4   141.1   126.8   102.6    78.8    55.4    32.3
            M      -0.0   303.7   314.6   743.2  1331.9  1732.1  1941.1  1964.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+    915.4   806.4   621.0   342.5   144.2   139.2     0.0
            V      35.5    50.1    61.2    72.4    79.0    79.1    83.3
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    41.7    51.6    61.8    72.4    79.0    79.1    83.3
            M     815.1   751.5   593.1   342.5   147.2   142.1    -0.0
Total     : M+   2041.4  1787.0  1359.8   743.2   311.6   300.8     0.0
            V      49.2    77.3   102.1   126.8   141.1   141.4   150.3
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    55.4    78.8   102.6   126.8   141.1   141.4   150.3
            M    1941.1  1732.1  1331.9   743.2   314.6   303.7    -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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    70.2    72.7   174.0   320.7   425.5   488.4   509.4
(Max)       V      29.1    27.0    27.0    23.6    17.7    11.8     5.9     0.0
Self wt.  : M       0.0    50.5    52.3   125.3   230.9   306.4   351.7   366.8
(Min)       V      21.0    19.5    19.4    17.0    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0     8.5     8.8    21.0    38.7    51.4    59.0    61.5
DC(Max)     V       3.5     3.3     3.3     2.9     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     6.1     6.3    15.1    27.9    37.0    42.5    44.3
DC(Min)     V       2.5     2.3     2.3     2.1     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    80.5   192.7   355.3   471.4   541.0   564.2
Haunch (Max)V      32.2    29.9    29.9    26.2    19.6    13.1     6.5     0.0
Deck +    : M       0.0    56.0    58.0   138.8   255.8   339.4   389.5   406.3
Haunch (Min)V      23.2    21.6    21.5    18.8    14.1     9.4     4.7     0.0
Diaphragm : M       0.0     0.4     0.5     1.2     2.4     3.7     5.0     6.2
(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     0.8     1.8     2.7     3.6     4.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.2    32.3    77.4   142.7   189.3   217.3   226.6
DC(Max)     V      13.0    12.0    12.0    10.5     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    22.5    23.3    55.7   102.7   136.3   156.5   163.2
DC(Min)     V       9.3     8.7     8.6     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    16.7    17.3    41.4    76.4   101.3   116.3   121.3
DW(Max)     V       6.9     6.4     6.4     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.2     7.5    18.0    33.1    43.9    50.4    52.6
DW(Min)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   304.5   315.4   749.2  1358.5  1764.0  2002.4  2053.9
            V     182.2   173.1   172.8   158.3   133.9   109.5    77.7    53.3
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   182.2   173.1   172.8   158.3   135.1   112.8    91.2    70.4
            M      -0.0   310.9   322.0   749.2  1297.5  1643.9  1783.0  1726.2
Total     : M+      0.0   509.3   527.6  1257.0  2294.7  3006.7  3429.3  3543.1
            V     267.1   252.0   251.4   227.3   185.7   144.1    95.1    53.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   267.1   252.0   251.4   227.3   186.9   147.3   108.6    70.5
            M      -0.0   515.7   534.1  1257.0  2233.7  2886.5  3209.9  3215.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     488.4   425.5   320.7   174.0    72.7    70.2     0.0
(Max)       V       5.9    11.8    17.7    23.6    27.0    27.0    29.1
Self wt.  : M     351.7   306.4   230.9   125.3    52.3    50.5     0.0
(Min)       V       4.3     8.5    12.8    17.0    19.4    19.5    21.0
DL-Prec.  : M      59.0    51.4    38.7    21.0     8.8     8.5     0.0
DC(Max)     V       0.7     1.4     2.1     2.9     3.3     3.3     3.5
DL-Prec.  : M      42.5    37.0    27.9    15.1     6.3     6.1     0.0
DC(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
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     541.0   471.4   355.3   192.7    80.5    77.7     0.0
Haunch (Max)V       6.5    13.1    19.6    26.2    29.9    29.9    32.2
Deck +    : M     389.5   339.4   255.8   138.8    58.0    56.0     0.0
Haunch (Min)V       4.7     9.4    14.1    18.8    21.5    21.6    23.2
Diaphragm : M       5.0     3.7     2.4     1.2     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.6     2.7     1.8     0.8     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     217.3   189.3   142.7    77.4    32.3    31.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.5    12.0    12.0    13.0
DL-Comp   : M     156.5   136.3   102.7    55.7    23.3    22.5     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.6     8.7     9.3
DL-Comp   : M     116.3   101.3    76.4    41.4    17.3    16.7     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.4     6.4     6.9
DL-Comp   : M      50.4    43.9    33.1    18.0     7.5     7.2     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
LL + I    : M+   2002.4  1764.0  1358.5   749.2   315.4   304.5     0.0
            V      77.7   109.5   133.9   158.3   172.8   173.1   182.2
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    91.2   112.8   135.1   158.3   172.8   173.1   182.2
            M    1783.0  1643.9  1297.5   749.2   322.0   310.9    -0.0
Total     : M+   3429.3  3006.7  2294.7  1257.0   527.6   509.3     0.0
            V      95.1   144.1   185.7   227.3   251.4   252.0   267.1
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   108.6   147.3   186.9   227.3   251.4   252.0   267.1
            M    3209.9  2886.5  2233.7  1257.0   534.1   515.7    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.1             29.1
Deck+Haunch            32.2             32.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.5              3.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           34.6             34.6
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     6.8     7.0    16.8    31.0    41.1    47.2    49.2
DC(Max)     V       2.8     2.6     2.6     2.3     1.7     1.1     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    62.2    64.4   154.2   284.2   377.1   432.8   451.4
Haunch (Max)V      25.8    24.0    23.9    20.9    15.7    10.5     5.2     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     0.9     2.0     3.0     4.0     5.0
(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    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     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   126.9   131.4   307.3   538.1   693.4   764.3   731.8
            V      88.6    84.1    83.9    76.6    64.7    50.4    38.4    26.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.6    84.1    83.9    76.6    64.7    52.7    41.1    30.6
            M       0.0   126.9   131.4   307.3   538.1   665.6   696.2   651.0
Total     : M+      0.0   288.5   298.8   707.9  1276.9  1674.0  1890.3  1907.1
            V     155.6   146.3   146.0   131.0   105.5    77.7    52.1    27.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   155.6   146.3   146.0   131.0   105.5    80.0    54.8    30.8
            M       0.0   288.5   298.8   707.9  1276.9  1646.2  1822.3  1826.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      47.2    41.1    31.0    16.8     7.0     6.8     0.0
DC(Max)     V       0.6     1.1     1.7     2.3     2.6     2.6     2.8
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     432.8   377.1   284.2   154.2    64.4    62.2     0.0
Haunch (Max)V       5.2    10.5    15.7    20.9    23.9    24.0    25.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       4.0     3.0     2.0     0.9     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    764.3   693.4   538.1   307.3   131.4   126.9     0.0
            V      38.4    50.4    64.7    76.6    83.9    84.1    88.6
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    41.1    52.7    64.7    76.6    83.9    84.1    88.6
            M     696.2   665.6   538.1   307.3   131.4   126.9     0.0
Total     : M+   1890.3  1674.0  1276.9   707.9   298.8   288.5     0.0
            V      52.1    77.7   105.5   131.0   146.0   146.3   155.6
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    54.8    80.0   105.5   131.0   146.0   146.3   155.6
            M    1822.3  1646.2  1276.9   707.9   298.8   288.5     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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.014   0.034   0.062   0.082   0.094   0.098 
Precast-top    0.104   0.720   0.724   0.865   1.012   1.029   0.918   0.983 
Bottom         0.165   0.854   0.850   0.704   0.540   0.497   0.569   0.510 
 

 
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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    6.60   13.70   20.80   27.90   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.055   0.057   0.133   0.234   0.301   0.332   0.321 
Precast-top    0.052   0.396   0.399   0.519   0.657   0.709   0.672   0.696 
Bottom         0.082   0.321   0.315   0.096  -0.175  -0.320  -0.336  -0.339 
 

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
    267.1    7.0   58.7    0.190   4.5   6.00e-3 50.0    267.0     1.086    5.493      1.16
      0.0    0.3   58.6     31.5 0.143      25.3 0.87    12.00     0.099    1.743 
Transfer:   3.00
    252.0    7.0   58.7    1.137  26.8   6.00e-3 50.0    228.2     0.940    1.360      0.00
    515.7    1.7   57.9    189.0 0.125      25.0 0.87    24.00     0.099    1.364 
Critical:   5.31
    238.0    7.0   58.7    1.292  26.8   4.84e-3 45.9    208.0     0.744    1.020      0.00
    936.4    2.0   57.8    189.0 0.118      29.6 1.04    24.00     0.099    1.292 
0.1L    :   7.10
    227.3    7.0   58.7    1.411  26.8   4.86e-3 46.0    196.3     0.705    1.020      0.00
   1257.0    2.1   57.7    189.0 0.112      29.5 1.03    24.00     0.099    1.347 
0.2L    :  14.20
    186.9    7.0   49.0    3.038  26.8   1.71e-3 35.0    131.3     0.385    0.680      0.00
   2233.7    2.6   47.7    189.0 0.108      49.6 2.10    24.00     0.099    1.484 
0.3L    :  21.30
    147.3    7.0   53.3    3.038  26.8   2.45e-3 37.6     93.4     0.276    0.267      0.00
   2886.5    2.6   52.0    189.0 0.075      43.5 1.69    24.00     0.099    0.980*
0.4L    :  28.40
    108.6    7.0   57.7    3.038   0.0   2.52e-3 37.8     74.3     0.204    0.267      0.00
   3209.9    2.6   56.4    189.0 0.061      46.4 1.66    24.00     0.099    1.187 
0.5L    :  35.50
     70.5    7.0   57.7    3.038   0.0   2.09e-3 36.3     26.3     0.099    0.267      0.00
   3215.4    2.6   56.4    189.0 0.040      52.1 1.87    24.00     0.099    1.969 
0.6L    :  42.60
    108.6    7.0   57.7    3.038   0.0   2.52e-3 37.8     74.3     0.204    0.267      0.00
   3209.9    2.6   56.4    189.0 0.061      46.4 1.66    24.00     0.099    1.187 
0.7L    :  49.70
    147.3    7.0   53.3    3.038  26.8   2.45e-3 37.6     93.4     0.276    0.267      0.00
   2886.5    2.6   52.0    189.0 0.075      43.5 1.69    24.00     0.099    0.980*
0.8L    :  56.80
    186.9    7.0   49.0    3.038  26.8   1.71e-3 35.0    131.3     0.385    0.680      0.00
   2233.7    2.6   47.7    189.0 0.108      49.6 2.10    24.00     0.099    1.484 
0.9L    :  63.90
    227.3    7.0   58.7    1.411  26.8   4.86e-3 46.0    196.3     0.705    1.020      0.00
   1257.0    2.1   57.7    189.0 0.112      29.5 1.03    24.00     0.099    1.347 
Critical:  65.69
    238.0    7.0   58.7    1.292  26.8   4.84e-3 45.9    208.0     0.744    1.020      0.00
    936.4    2.0   57.8    189.0 0.118      29.6 1.04    24.00     0.099    1.292 
Transfer:  68.00
    252.0    7.0   58.7    1.137  26.8   6.00e-3 50.0    228.2     0.940    1.360      0.00
    515.7    1.7   57.9    189.0 0.125      25.0 0.87    24.00     0.099    1.364 
Bearing :  70.50
    267.1    7.0   58.7    0.190   4.5   6.00e-3 50.0    267.0     1.086    5.493      1.16
      0.0    0.3   58.6     31.5 0.143      25.3 0.87    12.00     0.099    1.743 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    267.1      5.06     58.75    0.29       58.60    24.00      0.160      1.288      0.117      0.533 
Transfer:      2.50
    252.0      4.84     58.75    1.73       57.88    24.00      0.160      1.213      0.072      0.533 
Critical:      4.81
    238.0      4.58     58.75    1.97       57.77    24.00      0.160      1.126      0.020      0.400 
0.1L    :      6.60
    227.3      4.38     58.75    2.14       57.68    24.00      0.160      1.059      0.000      0.400 
0.2L    :     13.70
    186.9      4.35     49.00    2.63       47.68    24.00      0.160      1.052      0.000      0.267 
0.3L    :     20.80
    147.3      3.15     53.34    2.64       52.02    24.00      0.160      0.649      0.000      0.267 
0.4L    :     27.90
    108.6      2.14     57.68    2.64       56.36    24.00      0.160      0.313      0.000      0.267 
0.5L    :     35.00
     70.5      1.39     57.68    2.64       56.36    24.00      0.160      0.064      0.000      0.267 
0.6L    :     42.10
    108.6      2.14     57.68    2.64       56.36    24.00      0.160      0.313      0.000      0.267 
0.7L    :     49.20
    147.3      3.15     53.34    2.64       52.02    24.00      0.160      0.649      0.000      0.267 
0.8L    :     56.30
    186.9      4.35     49.00    2.63       47.68    24.00      0.160      1.052      0.000      0.267 
0.9L    :     63.40
    227.3      4.38     58.75    2.14       57.68    24.00      0.160      1.059      0.000      0.400 
Critical:     65.19
    238.0      4.58     58.75    1.97       57.77    24.00      0.160      1.126      0.020      0.400 
Transfer:     67.50
    252.0      4.84     58.75    1.73       57.88    24.00      0.160      1.213      0.072      0.533 
Bearing :     70.00
    267.1      5.06     58.75    0.29       58.60    24.00      0.160      1.288      0.117      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.60 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.128  2.30     -0.294
DL-Prec. (DC)  :                       -0.014  3.00     -0.042
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.057
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.70 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.249  2.30     -0.573
DL-Prec. (DC)  :                       -0.027  3.00     -0.082
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.112
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.80 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.342  2.30     -0.787
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 27.90 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.398  2.30     -0.915
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.179
DL-Comp. (DW)  :                       -0.027  3.00     -0.080
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 35.00 ft
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.418  2.30     -0.963
DL-Prec. (DC)  :                       -0.046  3.00     -0.137
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.188
DL-Comp. (DW)  :                       -0.028  3.00     -0.084
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 42.10 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.398  2.30     -0.915
DL-Prec. (DC)  :                       -0.043  3.00     -0.130
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.060  3.00     -0.179
DL-Comp. (DW)  :                       -0.027  3.00     -0.080
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 49.20 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.342  2.30     -0.787
DL-Prec. (DC)  :                       -0.037  3.00     -0.112
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.051  3.00     -0.153
DL-Comp. (DW)  :                       -0.023  3.00     -0.068
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 56.30 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.249  2.30     -0.573
DL-Prec. (DC)  :                       -0.027  3.00     -0.082
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.112
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 63.40 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.128  2.30     -0.294
DL-Prec. (DC)  :                       -0.014  3.00     -0.042
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.019  3.00     -0.057
DL-Comp. (DW)  :                       -0.008  3.00     -0.025
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 4,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   509.3    42.2  1.990  266.3    2.0   1.73   1824.1  0.086T 1.00       -       -     -     -  
H/2     :   2.59
   527.6    42.2  2.001  266.3    2.0   1.74   1836.4  0.085T 1.00       -       -     -     -  
0.1L    :   6.60
  1257.0    44.7  2.469  265.7    2.5   2.14   2382.7  0.069T 1.00       -       -     -     -  
0.2L    :  13.70
  2294.7    49.0  3.038  265.2    3.1   2.63   3201.7  0.055T 1.00    689.6   689.6    4.64    -  
0.3L    :  20.80
  3006.7    53.3  3.038  265.6    3.1   2.64   3498.0  0.055T 1.00    591.6   591.6    5.91    -  
0.4L    :  27.90
  3429.3    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    544.7   544.7    6.97    -  
0.5L    :  35.00
  3543.1    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    522.2   522.2    7.27    -  
0.6L    :  42.10
  3429.3    57.7  3.038  265.9    3.1   2.64   3794.3  0.055T 1.00    544.7   544.7    6.97    -  
0.7L    :  49.20
  3006.7    53.3  3.038  265.6    3.1   2.64   3498.0  0.055T 1.00    591.6   591.6    5.91    -  
0.8L    :  56.30
  2294.7    49.0  3.038  265.2    3.1   2.63   3201.7  0.055T 1.00    689.6   689.6    4.64    -  
0.9L    :  63.40
  1257.0    44.7  2.469  265.7    2.5   2.14   2382.7  0.069T 1.00       -       -     -     -  
H/2     :  67.41
   527.6    42.2  2.001  266.3    2.0   1.74   1836.4  0.085T 1.00       -       -     -     -  
Transfer:  67.50
   509.3    42.2  1.990  266.3    2.0   1.73   1824.1  0.086T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.251
 
  2   2 E  50.50 Ft     0.368
        M  10.00 Fb     0.170
 
  3   2 E  46.50 Ft     0.709
        M   6.00 Fb     0.127
 
  4   2 E  42.50 Ft     1.003
        M   2.00 Fb     0.123
 
  5   2 E   6.00 Ft     0.918
        M   6.00 Fb     0.427
 
  6   2 E   4.00 Ft     0.809
        M   4.00 Fb     0.751
 
  7   2 E   2.00 Ft     0.677
        M   2.00 Fb     1.093
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 71.00            Release Length, ft: 71.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   6           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.94 %               Final losses: 11.34 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.618   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.004   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3794.30     3543.12     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.098     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.029   0.3L/0.7L
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.854    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   0.709   0.3L/0.7L
    Pre.Bot:                                                             2.000   0.321    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.418  2.30     -0.963
DL-Prec. (DC)  :                       -0.046  3.00     -0.137
Diaphragm      :                       -0.004  3.00     -0.011
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.063  3.00     -0.188
DL-Comp. (DW)  :                       -0.028  3.00     -0.084
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  20.000 in
Effective width  =  82.008 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.056      0.00       0.056   70.00
     DC  Line       0.010      0.00       0.010   70.00
     DC  Line       0.064      0.00       0.064   70.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    35.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 71.000 ft
Release length = 71.000 ft
Design  length = 70.000 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)  : 0.646   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.743   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.801   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        638.7 in2           1178.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554900 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.8 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     6.60    13.70    20.80    27.90    35.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    641.7    657.0    657.0    657.0    657.0    657.0    657.0    657.0
  Yb      ,  in    24.36    24.25    24.25    24.18    24.06    23.94    23.82    23.82
  MI(Ixx) , in4   214997   215298   215307   215790   217168   219215   221930   221930
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1181.7   1196.0   1196.0   1196.0   1196.0   1196.0   1196.0   1196.0
  Yb      ,  in    39.88    39.64    39.64    39.60    39.54    39.48    39.41    39.41
  MI(Ixx) , in4   555855   561548   561587   563335   566931   571165   576035   576035

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:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 28.40 ft from member end )
END PATTERN (Ycg = 21.93 in):
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in     2 @ 42.500 in
     2 @ 46.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.57 in):
(A) Draped:
     2 @  2.000 in     2 @  6.000 in     2 @ 10.000 in
(B) Straight:
     4 @  2.000 in     2 @  4.000 in     2 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.954 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.942 ft
Holddown Force        =  30.118 kips     Beam Shrtng (PL/AE)   =      0.190 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)       
-------------------------------------------------------------------------------------
       996.398         740 737.335     11.664 47237.293   761.294     192.305        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      0.6250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#4[M13]       60.00        0.40      10.50       3.8750      4.7500    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.7500     10.7500    Yes
      2      US#5[M16]       60.00        0.62       9.75       3.5000      4.3130     No
      2      US#5[M16]       60.00        0.62      11.25       4.3130      5.2598     No
      2      US#5[M16]       60.00        0.62      12.00       5.2598     10.2598     No
      2      US#5[M16]       60.00        0.62      15.00      10.2598     11.5098     No
      2      US#5[M16]       60.00        0.62      18.00      11.5098     19.0098     No
      2      US#4[M13]       60.00        0.40      18.00      10.7500     60.2500    Yes
      2      US#5[M16]       60.00        0.62      18.00      51.9902     59.4902     No
      2      US#5[M16]       60.00        0.62      15.00      59.4902     60.7402     No
      2      US#5[M16]       60.00        0.62      12.00      60.7402     65.7402     No
      2      US#5[M16]       60.00        0.62      11.25      65.7402     66.6870     No
      2      US#5[M16]       60.00        0.62       9.75      66.6870     67.5000     No
      2      US#4[M13]       60.00        0.40      12.00      60.2500     66.2500    Yes
      2      US#4[M13]       60.00        0.40      10.50      66.2500     67.1250    Yes
      2      US#5[M16]       60.00        0.62       9.00      67.5000     69.7500     No
      2      US#5[M16]       60.00        0.62       7.50      69.7500     70.3750     No
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.6250     No
      2      US#4[M13]       60.00        0.40       9.00      67.1250     70.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      70.3750     70.8750     No
 
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       8.00 
      1 US#4[M13]           2.00 0.200 67.0000 71.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 25.0000       3.00 
      2 US#5[M16]           2.00 0.620 46.0000 71.0000       3.00 
      2 US#6[M19]           2.00 0.880 21.9163 49.0837       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.0380 in2       Ycg =  4.57 in
         P_init    =      595.5 kips  Ecc = 19.80 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.69 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.382 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.42 ksi    0.00 ksi
    due to Composite Loads                                 -1.27 ksi    0.00 ksi
    due to Live Loads                                      -4.23 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         8.48 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.69 ksi  ( 4.94 %)            12.87 ksi ( 6.57 %)
Total Prestress Losses                                    22.56 ksi (11.51 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 173.5 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0    11.0    11.4    27.2    50.2    66.6    76.4    79.7
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.8     0.9     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    56.7    58.8   140.7   259.3   344.1   394.9   411.9
Haunch (Max)V      23.5    21.9    21.8    19.1    14.3     9.5     4.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   162.4   168.2   399.6   724.6   940.9  1068.0  1095.5
            V      84.4    80.2    80.1    73.4    62.1    50.7    36.0    24.7
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    84.4    80.2    80.1    73.4    62.6    52.3    42.3    32.6
            M      -0.0   165.8   171.7   399.6   692.0   876.8   951.0   920.7
Total     : M+      0.0   322.6   334.2   796.7  1456.7  1912.4  2183.4  2259.2
            V     150.8   141.9   141.6   127.3   102.5    77.7    49.6    24.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   150.8   141.9   141.6   127.3   103.1    79.3    55.8    32.7
            M      -0.0   326.0   337.6   796.7  1424.1  1848.4  2066.4  2084.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      76.4    66.6    50.2    27.2    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.9   344.1   259.3   140.7    58.8    56.7     0.0
Haunch (Max)V       4.8     9.5    14.3    19.1    21.8    21.9    23.5
Diaphragm : M       2.0     1.5     1.0     0.5     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+   1068.0   940.9   724.6   399.6   168.2   162.4     0.0
            V      36.0    50.7    62.1    73.4    80.1    80.2    84.4
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    42.3    52.3    62.6    73.4    80.1    80.2    84.4
            M     951.0   876.8   692.0   399.6   171.7   165.8    -0.0
Total     : M+   2183.4  1912.4  1456.7   796.7   334.2   322.6     0.0
            V      49.6    77.7   102.5   127.3   141.6   141.9   150.8
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    55.8    79.3   103.1   127.3   141.6   141.9   150.8
            M    2066.4  1848.4  1424.1   796.7   337.6   326.0    -0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               23.3             23.3
Deck+Haunch            23.5             23.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           51.8             51.8
DL-Comp.(DW)           23.1             23.1
Live                   84.8             84.8
        Truck          62.4             62.4
        Lane           22.4             22.4
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
DL-Prec.  : M       0.0    11.0    11.4    27.2    50.2    66.6    76.4    79.7
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.8     0.9     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    56.7    58.8   140.7   259.3   344.1   394.9   411.9
Haunch (Max)V      23.5    21.9    21.8    19.1    14.3     9.5     4.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     0.0
LL + I    : M+      0.0   129.9   134.6   319.7   579.7   752.7   854.4   876.4
            V      67.5    64.2    64.1    58.7    49.6    40.6    28.8    19.8
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    67.5    64.2    64.1    58.7    50.1    41.8    33.8    26.1
            M      -0.0   132.7   137.4   319.7   553.6   701.4   760.8   736.6
Total     : M+      0.0   290.1   300.5   716.8  1311.8  1724.3  1969.8  2040.1
            V     134.0   125.9   125.6   112.6    90.1    67.6    42.4    19.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   134.0   125.9   125.6   112.6    90.6    68.8    47.3    26.2
            M      -0.0   292.8   303.3   716.8  1285.7  1673.0  1876.2  1900.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
DL-Prec.  : M      76.4    66.6    50.2    27.2    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.9   344.1   259.3   140.7    58.8    56.7     0.0
Haunch (Max)V       4.8     9.5    14.3    19.1    21.8    21.9    23.5
Diaphragm : M       2.0     1.5     1.0     0.5     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
LL + I    : M+    854.4   752.7   579.7   319.7   134.6   129.9     0.0
            V      28.8    40.6    49.6    58.7    64.1    64.2    67.5
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    33.8    41.8    50.1    58.7    64.1    64.2    67.5
            M     760.8   701.4   553.6   319.7   137.4   132.7    -0.0
Total     : M+   1969.8  1724.3  1311.8   716.8   300.5   290.1     0.0
            V      42.4    67.6    90.1   112.6   125.6   125.9   134.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.3    68.8    90.6   112.6   125.6   125.9   134.0
            M    1876.2  1673.0  1285.7   716.8   303.3   292.8    -0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    70.2    72.7   174.0   320.7   425.5   488.4   509.4
(Max)       V      29.1    27.0    27.0    23.6    17.7    11.8     5.9     0.0
Self wt.  : M       0.0    50.5    52.3   125.3   230.9   306.4   351.7   366.8
(Min)       V      21.0    19.5    19.4    17.0    12.8     8.5     4.3     0.0
DL-Prec.  : M       0.0    13.7    14.2    34.0    62.7    83.2    95.5    99.6
DC(Max)     V       5.7     5.3     5.3     4.6     3.5     2.3     1.2     0.0
DL-Prec.  : M       0.0     9.9    10.2    24.5    45.1    59.9    68.7    71.7
DC(Min)     V       4.1     3.8     3.8     3.3     2.5     1.7     0.8     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    70.9    73.5   175.9   324.2   430.1   493.7   514.9
Haunch (Max)V      29.4    27.3    27.2    23.9    17.9    11.9     6.0     0.0
Deck +    : M       0.0    51.1    52.9   126.6   233.4   309.7   355.4   370.7
Haunch (Min)V      21.2    19.7    19.6    17.2    12.9     8.6     4.3     0.0
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.9     2.5     3.1
(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     0.4     0.9     1.3     1.8     2.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    31.2    32.3    77.4   142.7   189.3   217.3   226.6
DC(Max)     V      13.0    12.0    12.0    10.5     7.9     5.3     2.6     0.0
DL-Comp   : M       0.0    22.5    23.3    55.7   102.7   136.3   156.5   163.2
DC(Min)     V       9.3     8.7     8.6     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0    16.7    17.3    41.4    76.4   101.3   116.3   121.3
DW(Max)     V       6.9     6.4     6.4     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     7.2     7.5    18.0    33.1    43.9    50.4    52.6
DW(Min)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   284.2   294.4   699.3  1268.0  1646.6  1869.0  1917.1
            V     147.7   140.4   140.1   128.4   108.6    88.8    63.0    43.3
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   147.7   140.4   140.1   128.4   109.6    91.5    73.9    57.1
            M      -0.0   290.2   300.5   699.3  1211.0  1534.4  1664.2  1611.2
Total     : M+      0.0   487.2   504.7  1202.6  2195.9  2877.9  3282.6  3391.9
            V     231.9   218.6   218.1   196.7   159.9   123.0    80.2    43.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   231.9   218.6   218.1   196.7   160.9   125.7    91.1    57.2
            M      -0.0   493.2   510.8  1202.6  2138.9  2765.7  3077.9  3086.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     488.4   425.5   320.7   174.0    72.7    70.2     0.0
(Max)       V       5.9    11.8    17.7    23.6    27.0    27.0    29.1
Self wt.  : M     351.7   306.4   230.9   125.3    52.3    50.5     0.0
(Min)       V       4.3     8.5    12.8    17.0    19.4    19.5    21.0
DL-Prec.  : M      95.5    83.2    62.7    34.0    14.2    13.7     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.3     5.3     5.7
DL-Prec.  : M      68.7    59.9    45.1    24.5    10.2     9.9     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.8     3.8     4.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     493.7   430.1   324.2   175.9    73.5    70.9     0.0
Haunch (Max)V       6.0    11.9    17.9    23.9    27.2    27.3    29.4
Deck +    : M     355.4   309.7   233.4   126.6    52.9    51.1     0.0
Haunch (Min)V       4.3     8.6    12.9    17.2    19.6    19.7    21.2
Diaphragm : M       2.5     1.9     1.2     0.6     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       1.8     1.3     0.9     0.4     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     217.3   189.3   142.7    77.4    32.3    31.2     0.0
DC(Max)     V       2.6     5.3     7.9    10.5    12.0    12.0    13.0
DL-Comp   : M     156.5   136.3   102.7    55.7    23.3    22.5     0.0
DC(Min)     V       1.9     3.8     5.7     7.6     8.6     8.7     9.3
DL-Comp   : M     116.3   101.3    76.4    41.4    17.3    16.7     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.4     6.4     6.9
DL-Comp   : M      50.4    43.9    33.1    18.0     7.5     7.2     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
LL + I    : M+   1869.0  1646.6  1268.0   699.3   294.4   284.2     0.0
            V      63.0    88.8   108.6   128.4   140.1   140.4   147.7
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    73.9    91.5   109.6   128.4   140.1   140.4   147.7
            M    1664.2  1534.4  1211.0   699.3   300.5   290.2    -0.0
Total     : M+   3282.6  2877.9  2195.9  1202.6   504.7   487.2     0.0
            V      80.2   123.0   159.9   196.7   218.1   218.6   231.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.1   125.7   160.9   196.7   218.1   218.6   231.9
            M    3077.9  2765.7  2138.9  1202.6   510.8   493.2    -0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               29.1             29.1
Deck+Haunch            29.4             29.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            5.7              5.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           64.8             64.8
DL-Comp.(DW)           34.6             34.6
Live                  148.4            148.4
        Truck         109.2            109.2
        Lane           39.2             39.2
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    6.60   13.70   20.80   27.90   35.00
Self wt.  : M       0.0    56.1    58.2   139.2   256.6   340.4   390.7   407.5
(Max)       V      23.3    21.6    21.6    18.9    14.2     9.4     4.7     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    11.0    11.4    27.2    50.2    66.6    76.4    79.7
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.8     0.9     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    56.7    58.8   140.7   259.3   344.1   394.9   411.9
Haunch (Max)V      23.5    21.9    21.8    19.1    14.3     9.5     4.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.5     2.0     2.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    25.0    25.9    61.9   114.2   151.5   173.8   181.3
DC(Max)     V      10.4     9.6     9.6     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    11.1    11.5    27.6    50.9    67.5    77.5    80.8
DW(Max)     V       4.6     4.3     4.3     3.7     2.8     1.9     0.9     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   161.7   167.5   391.6   685.8   883.7   974.1   932.7
            V      85.9    81.5    81.3    74.2    62.6    48.8    37.2    26.0
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    85.9    81.5    81.3    74.2    62.6    51.0    39.8    29.7
            M       0.0   161.7   167.5   391.6   685.8   848.3   887.3   829.7
Total     : M+      0.0   321.9   333.4   788.7  1417.9  1855.3  2089.5  2096.5
            V     152.3   143.1   142.8   128.2   103.1    75.8    50.7    26.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   152.3   143.1   142.8   128.2   103.1    78.0    53.3    29.7
            M       0.0   321.9   333.4   788.7  1417.9  1819.9  2002.7  1993.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    42.10   49.20   56.30   63.40   67.41   67.50   70.00
Self wt.  : M     390.7   340.4   256.6   139.2    58.2    56.1     0.0
(Max)       V       4.7     9.4    14.2    18.9    21.6    21.6    23.3
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      76.4    66.6    50.2    27.2    11.4    11.0     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     394.9   344.1   259.3   140.7    58.8    56.7     0.0
Haunch (Max)V       4.8     9.5    14.3    19.1    21.8    21.9    23.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       2.0     1.5     1.0     0.5     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     173.8   151.5   114.2    61.9    25.9    25.0     0.0
DC(Max)     V       2.1     4.2     6.3     8.4     9.6     9.6    10.4
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      77.5    67.5    50.9    27.6    11.5    11.1     0.0
DW(Max)     V       0.9     1.9     2.8     3.7     4.3     4.3     4.6
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    974.1   883.7   685.8   391.6   167.5   161.7     0.0
            V      37.2    48.8    62.6    74.2    81.3    81.5    85.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.8    51.0    62.6    74.2    81.3    81.5    85.9
            M     887.3   848.3   685.8   391.6   167.5   161.7     0.0
Total     : M+   2089.5  1855.3  1417.9   788.7   333.4   321.9     0.0
            V      50.7    75.8   103.1   128.2   142.8   143.1   152.3
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    53.3    78.0   103.1   128.2   142.8   143.1   152.3
            M    2002.7  1819.9  1417.9   788.7   333.4   321.9     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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.015   0.036   0.066   0.088   0.100   0.104 
Precast-top    0.104   0.718   0.722   0.861   1.005   1.020   0.907   0.971 
Bottom         0.165   0.855   0.851   0.708   0.548   0.507   0.580   0.523 
 

 
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    7.10   14.20   21.30   28.40   35.50
 
Beam-Self
Precast-top    0.113   0.250   0.444   0.579   0.657   0.684 
Bottom        -0.092  -0.203  -0.357  -0.462  -0.518  -0.540 
 
Prestress
Precast-top    0.564   0.364   0.019  -0.321  -0.652  -0.652 
Bottom         1.185   1.346   1.620   1.884   2.137   2.137 
 
Total
Precast-top    0.677   0.614   0.463   0.259   0.004   0.032 
Bottom         1.094   1.143   1.263   1.422   1.618   1.597 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.11 %)
             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    6.60   13.70   20.80   27.90   35.00
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    6.60   13.70   20.80   27.90   35.00
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.073   0.075   0.176   0.309   0.398   0.438   0.423 
Precast-top    0.052   0.409   0.413   0.551   0.713   0.780   0.749   0.769 
Bottom         0.082   0.291   0.284   0.023  -0.300  -0.480  -0.510  -0.504 
 

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
    231.9    7.0   58.7    0.190   4.5   6.00e-3 50.0    227.9     0.927    5.493      0.89
      0.0    0.3   58.6     31.5 0.123      25.3 0.87    24.00     0.099    2.007 
Transfer:   3.00
    218.6    7.0   58.7    1.139  26.8   5.19e-3 47.2    188.0     0.701    1.360      0.00
    493.2    1.9   57.8    189.0 0.107      28.1 0.98    24.00     0.099    1.727 
Critical:   5.31
    206.2    7.0   58.7    1.293  26.8   3.83e-3 42.4    167.0     0.529    1.020      0.00
    894.6    2.2   57.7    189.0 0.100      35.4 1.24    24.00     0.099    1.676 
0.1L    :   7.10
    196.7    7.0   58.7    1.412  26.8   3.82e-3 42.4    156.4     0.495    1.020      0.00
   1202.6    2.4   57.6    189.0 0.095      35.4 1.24    24.00     0.099    1.758 
0.2L    :  14.20
    160.9    7.0   49.0    3.038  26.8   1.15e-3 33.0     91.3     0.250    0.680      0.00
   2138.9    2.9   47.6    189.0 0.091      60.6 2.58    24.00     0.099    1.881 
0.3L    :  21.30
    125.7    7.0   53.3    3.038  26.8   1.90e-3 35.6     62.0     0.171    0.267      0.00
   2765.7    2.9   51.9    189.0 0.062      50.9 1.98    24.00     0.099    1.247 
0.4L    :  28.40
     91.1    7.0   57.7    3.038   0.0   2.01e-3 36.0     47.9     0.124    0.267      0.00
   3077.9    2.9   56.2    189.0 0.051      53.3 1.92    24.00     0.099    1.545 
0.5L    :  35.50
     57.2    7.0   57.7    3.038   0.0   1.63e-3 34.7      3.5     0.099    0.267      0.00
   3086.1    2.9   56.2    189.0 0.032      60.0 2.16    24.00     0.099    2.648 
0.6L    :  42.60
     91.1    7.0   57.7    3.038   0.0   2.01e-3 36.0     47.9     0.124    0.267      0.00
   3077.9    2.9   56.2    189.0 0.051      53.3 1.92    24.00     0.099    1.545 
0.7L    :  49.70
    125.7    7.0   53.3    3.038  26.8   1.90e-3 35.6     62.0     0.171    0.267      0.00
   2765.7    2.9   51.9    189.0 0.062      50.9 1.98    24.00     0.099    1.247 
0.8L    :  56.80
    160.9    7.0   49.0    3.038  26.8   1.15e-3 33.0     91.3     0.250    0.680      0.00
   2138.9    2.9   47.6    189.0 0.091      60.6 2.58    24.00     0.099    1.881 
0.9L    :  63.90
    196.7    7.0   58.7    1.412  26.8   3.82e-3 42.4    156.4     0.495    1.020      0.00
   1202.6    2.4   57.6    189.0 0.095      35.4 1.24    24.00     0.099    1.758 
Critical:  65.69
    206.2    7.0   58.7    1.293  26.8   3.83e-3 42.4    167.0     0.529    1.020      0.00
    894.6    2.2   57.7    189.0 0.100      35.4 1.24    24.00     0.099    1.676 
Transfer:  68.00
    218.6    7.0   58.7    1.139  26.8   5.19e-3 47.2    188.0     0.701    1.360      0.00
    493.2    1.9   57.8    189.0 0.107      28.1 0.98    24.00     0.099    1.727 
Bearing :  70.50
    231.9    7.0   58.7    0.190   4.5   6.00e-3 50.0    227.9     0.927    5.493      0.89
      0.0    0.3   58.6     31.5 0.123      25.3 0.87    24.00     0.099    2.007 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    1.19
 
 
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
    231.9      4.40     58.75    0.32       58.59    24.00      0.160      1.066      0.000      0.533 
Transfer:      2.50
    218.6      4.20     58.75    1.90       57.80    24.00      0.160      1.001      0.000      0.533 
Critical:      4.81
    206.3      3.97     58.75    2.16       57.67    24.00      0.160      0.925      0.000      0.400 
0.1L    :      6.60
    196.7      3.80     58.75    2.35       57.57    24.00      0.160      0.866      0.000      0.400 
0.2L    :     13.70
    160.9      3.76     49.00    2.88       47.56    24.00      0.160      0.853      0.000      0.267 
0.3L    :     20.80
    125.7      2.69     53.34    2.89       51.89    24.00      0.160      0.497      0.000      0.267 
0.4L    :     27.90
     91.1      1.80     57.68    2.89       56.23    24.00      0.160      0.200      0.000      0.267 
0.5L    :     35.00
     57.2      1.13     57.68    2.89       56.23    24.00      0.160      0.000      0.000      0.267 
0.6L    :     42.10
     91.1      1.80     57.68    2.89       56.23    24.00      0.160      0.200      0.000      0.267 
0.7L    :     49.20
    125.7      2.69     53.34    2.89       51.89    24.00      0.160      0.497      0.000      0.267 
0.8L    :     56.30
    160.9      3.76     49.00    2.88       47.56    24.00      0.160      0.853      0.000      0.267 
0.9L    :     63.40
    196.7      3.80     58.75    2.35       57.57    24.00      0.160      0.866      0.000      0.400 
Critical:     65.19
    206.3      3.97     58.75    2.16       57.67    24.00      0.160      0.925      0.000      0.400 
Transfer:     67.50
    218.6      4.20     58.75    1.90       57.80    24.00      0.160      1.001      0.000      0.533 
Bearing :     70.00
    231.9      4.40     58.75    0.32       58.59    24.00      0.160      1.066      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 = 6.60 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.116  2.30     -0.268
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.70 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.227  2.30     -0.523
DL-Prec. (DC)  :                       -0.044  3.00     -0.132
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.115
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.80 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.312  2.30     -0.718
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.158
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 27.90 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.363  2.30     -0.835
DL-Prec. (DC)  :                       -0.070  3.00     -0.211
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.062  3.00     -0.185
DL-Comp. (DW)  :                       -0.027  3.00     -0.082
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 35.00 ft
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.382  2.30     -0.878
DL-Prec. (DC)  :                       -0.074  3.00     -0.222
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.194
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 42.10 ft
Prestress      :       0.879  1.80      1.582  2.20      1.934
Self Wt.       :      -0.401  1.85     -0.743  2.40     -0.963
Deck + Haunch  :                       -0.363  2.30     -0.835
DL-Prec. (DC)  :                       -0.070  3.00     -0.211
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.062  3.00     -0.185
DL-Comp. (DW)  :                       -0.027  3.00     -0.082
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 49.20 ft
Prestress      :       0.760  1.80      1.368  2.20      1.671
Self Wt.       :      -0.347  1.85     -0.642  2.40     -0.833
Deck + Haunch  :                       -0.312  2.30     -0.718
DL-Prec. (DC)  :                       -0.060  3.00     -0.181
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.053  3.00     -0.158
DL-Comp. (DW)  :                       -0.024  3.00     -0.071
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 56.30 ft
Prestress      :       0.560  1.80      1.008  2.20      1.232
Self Wt.       :      -0.256  1.85     -0.473  2.40     -0.614
Deck + Haunch  :                       -0.227  2.30     -0.523
DL-Prec. (DC)  :                       -0.044  3.00     -0.132
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.115
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 63.40 ft
Prestress      :       0.299  1.80      0.539  2.20      0.659
Self Wt.       :      -0.136  1.85     -0.252  2.40     -0.327
Deck + Haunch  :                       -0.116  2.30     -0.268
DL-Prec. (DC)  :                       -0.023  3.00     -0.068
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.020  3.00     -0.059
DL-Comp. (DW)  :                       -0.009  3.00     -0.026
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 5,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   487.2    42.2  1.993  266.0    2.2   1.90   1820.6  0.078T 1.00       -       -     -     -  
H/2     :   2.59
   504.7    42.2  2.004  266.0    2.2   1.91   1832.8  0.077T 1.00       -       -     -     -  
0.1L    :   6.60
  1202.6    44.7  2.472  265.3    2.8   2.35   2376.4  0.062T 1.00       -       -     -     -  
0.2L    :  13.70
  2195.9    49.0  3.038  264.8    3.4   2.88   3187.8  0.050T 1.00    692.2   692.2    4.61    -  
0.3L    :  20.80
  2877.9    53.3  3.038  265.2    3.4   2.89   3484.0  0.050T 1.00    598.7   598.7    5.82    -  
0.4L    :  27.90
  3282.6    57.7  3.038  265.5    3.4   2.89   3780.2  0.050T 1.00    554.4   554.4    6.82    -  
0.5L    :  35.00
  3391.9    57.7  3.038  265.5    3.4   2.89   3780.2  0.050T 1.00    533.1   533.1    7.09    -  
0.6L    :  42.10
  3282.6    57.7  3.038  265.5    3.4   2.89   3780.2  0.050T 1.00    554.4   554.4    6.82    -  
0.7L    :  49.20
  2877.9    53.3  3.038  265.2    3.4   2.89   3484.0  0.050T 1.00    598.7   598.7    5.82    -  
0.8L    :  56.30
  2195.9    49.0  3.038  264.8    3.4   2.88   3187.8  0.050T 1.00    692.2   692.2    4.61    -  
0.9L    :  63.40
  1202.6    44.7  2.472  265.3    2.8   2.35   2376.4  0.062T 1.00       -       -     -     -  
H/2     :  67.41
   504.7    42.2  2.004  266.0    2.2   1.91   1832.8  0.077T 1.00       -       -     -     -  
Transfer:  67.50
   487.2    42.2  1.993  266.0    2.2   1.90   1820.6  0.078T 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 1-7; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.019
        M   2.00 Fb     0.251
 
  2   2 E  50.50 Ft     0.368
        M  10.00 Fb     0.170
 
  3   2 E  46.50 Ft     0.709
        M   6.00 Fb     0.127
 
  4   2 E  42.50 Ft     1.003
        M   2.00 Fb     0.123
 
  5   2 E   6.00 Ft     0.918
        M   6.00 Fb     0.427
 
  6   2 E   4.00 Ft     0.809
        M   4.00 Fb     0.751
 
  7   2 E   2.00 Ft     0.677
        M   2.00 Fb     1.093
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 71.00            Release Length, ft: 71.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   6           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.94 %               Final losses: 11.51 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.618   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.004   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3780.22     3391.91     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   0.104     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.020   0.3L/0.7L
    Pre.Bot:   3.000  -0.000     Bearing    2.250   0.855    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   0.780   0.3L/0.7L
    Pre.Bot:                                                             2.000   0.291    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  35.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.925  1.80      1.665  2.20      2.036
Self Wt.       :      -0.421  1.85     -0.780  2.40     -1.012
Deck + Haunch  :                       -0.382  2.30     -0.878
DL-Prec. (DC)  :                       -0.074  3.00     -0.222
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.065  3.00     -0.194
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

LIVE LOADS USED: 

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

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

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

 
RATING LOADS - NONE

