 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : C Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 55 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively. The exterior beam live load distribution factor is determined based on 
                     Iowa Bridge Design Manual, BDM 5.4.1.2.2.
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2.125' and 2.8', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 ksi, repectively. 
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_9814.tmp\C55\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.333
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.167
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       16.000
Bridge c/s,MI(Ixx), in4 =   1799268.75
 
SPAN DATA
---------
Precast length    , ft =     56.000
Bearing-to-bearing, ft =     55.000
Release span      , ft =     56.000
 
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-C    3.167    564.5   116354.0  45.00  20.23  16.00   6.917
 2             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 3             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 4             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 5             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   6.916
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           3.500
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      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.060    0.00       0.060   55.00   Additional Overhang
   1    1    DC Line        0.008    0.00       0.008   55.00   Additional Haunch
   1    1    DC Line        0.065    0.00       0.065   55.00   Sacrificial Wearing Surface
   1    2    DC Line        0.008    0.00       0.008   55.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   55.00   Sacrificial Wearing Surface
   1    3    DC Line        0.008    0.00       0.008   55.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   55.00   Sacrificial Wearing Surface
   1    4    DC Line        0.008    0.00       0.008   55.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   55.00   Sacrificial Wearing Surface
   1    5    DC Line        0.060    0.00       0.060   55.00   Additional Overhang
   1    5    DC Line        0.008    0.00       0.008   55.00   Additional Haunch
   1    5    DC Line        0.065    0.00       0.065   55.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   27.500
   1    2        0.285   27.500
   1    3        0.285   27.500
   1    4        0.285   27.500
   1    5        0.143   27.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   55.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   55.00   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    0.078     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          4435.3 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    3.50 ksi 
  Elasticity 4286.83 ksi 3586.62 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.10 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.57 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 -0.36 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      3.50   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      3.50   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      3.50   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      3.50   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      3.50   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.21 in):
 
  6 @  2.000 in 2 @  4.000 in 4 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.1457 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.7700 No        
       2 US#4[M13]  60.0  0.40   10.50  2.7700  3.6450 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1457  5.1457 Yes       
       2 US#4[M13]  60.0  0.40   12.00  3.6450  4.6450 No        
       2 US#4[M13]  60.0  0.40   14.50  4.6450  5.8540 No        
       2 US#4[M13]  60.0  0.40   17.88  5.8540  7.3540 No        
       2 US#4[M13]  60.0  0.40   18.87  7.3540  8.9268 No        
       2 US#4[M13]  60.0  0.40   19.00  8.9268 21.5942 No        
       2 US#4[M13]  60.0  0.40   17.00  5.1457  6.5623 Yes       
       2 US#4[M13]  60.0  0.40   18.75  6.5623  8.1250 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.1250 47.8750 Yes       
       2 US#4[M13]  60.0  0.40   18.75 47.8750 49.4377 Yes       
       2 US#4[M13]  60.0  0.40   17.00 49.4377 50.8543 Yes       
       2 US#4[M13]  60.0  0.40   19.00 34.4058 47.0732 No        
       2 US#4[M13]  60.0  0.40   18.87 47.0732 48.6460 No        
       2 US#4[M13]  60.0  0.40   17.88 48.6460 50.1460 No        
       2 US#4[M13]  60.0  0.40   14.50 50.1460 51.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 51.3550 52.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 50.8543 52.8543 Yes       
       2 US#4[M13]  60.0  0.40   10.50 52.3550 53.2300 No        
       2 US#4[M13]  60.0  0.40    9.00 53.2300 55.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 52.8543 55.8543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.21 in):
 
  6 @  2.000 in 2 @  4.000 in 4 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.1457 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.7700 No        
       2 US#4[M13]  60.0  0.40   10.50  2.7700  3.6450 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1457  5.1457 Yes       
       2 US#4[M13]  60.0  0.40   12.00  3.6450  4.6450 No        
       2 US#4[M13]  60.0  0.40   14.50  4.6450  5.8540 No        
       2 US#4[M13]  60.0  0.40   17.88  5.8540  7.3540 No        
       2 US#4[M13]  60.0  0.40   18.87  7.3540  8.9268 No        
       2 US#4[M13]  60.0  0.40   19.00  8.9268 21.5942 No        
       2 US#4[M13]  60.0  0.40   17.00  5.1457  6.5623 Yes       
       2 US#4[M13]  60.0  0.40   18.75  6.5623  8.1250 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.1250 47.8750 Yes       
       2 US#4[M13]  60.0  0.40   18.75 47.8750 49.4377 Yes       
       2 US#4[M13]  60.0  0.40   17.00 49.4377 50.8543 Yes       
       2 US#4[M13]  60.0  0.40   19.00 34.4058 47.0732 No        
       2 US#4[M13]  60.0  0.40   18.87 47.0732 48.6460 No        
       2 US#4[M13]  60.0  0.40   17.88 48.6460 50.1460 No        
       2 US#4[M13]  60.0  0.40   14.50 50.1460 51.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 51.3550 52.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 50.8543 52.8543 Yes       
       2 US#4[M13]  60.0  0.40   10.50 52.3550 53.2300 No        
       2 US#4[M13]  60.0  0.40    9.00 53.2300 55.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 52.8543 55.8543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.21 in):
 
  6 @  2.000 in 2 @  4.000 in 4 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.1457 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.7700 No        
       2 US#4[M13]  60.0  0.40   10.50  2.7700  3.6450 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1457  5.1457 Yes       
       2 US#4[M13]  60.0  0.40   12.00  3.6450  4.6450 No        
       2 US#4[M13]  60.0  0.40   14.50  4.6450  5.8540 No        
       2 US#4[M13]  60.0  0.40   17.88  5.8540  7.3540 No        
       2 US#4[M13]  60.0  0.40   18.87  7.3540  8.9268 No        
       2 US#4[M13]  60.0  0.40   19.00  8.9268 21.5942 No        
       2 US#4[M13]  60.0  0.40   17.00  5.1457  6.5623 Yes       
       2 US#4[M13]  60.0  0.40   18.75  6.5623  8.1250 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.1250 47.8750 Yes       
       2 US#4[M13]  60.0  0.40   18.75 47.8750 49.4377 Yes       
       2 US#4[M13]  60.0  0.40   17.00 49.4377 50.8543 Yes       
       2 US#4[M13]  60.0  0.40   19.00 34.4058 47.0732 No        
       2 US#4[M13]  60.0  0.40   18.87 47.0732 48.6460 No        
       2 US#4[M13]  60.0  0.40   17.88 48.6460 50.1460 No        
       2 US#4[M13]  60.0  0.40   14.50 50.1460 51.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 51.3550 52.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 50.8543 52.8543 Yes       
       2 US#4[M13]  60.0  0.40   10.50 52.3550 53.2300 No        
       2 US#4[M13]  60.0  0.40    9.00 53.2300 55.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 52.8543 55.8543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.21 in):
 
  6 @  2.000 in 2 @  4.000 in 4 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.1457 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.7700 No        
       2 US#4[M13]  60.0  0.40   10.50  2.7700  3.6450 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1457  5.1457 Yes       
       2 US#4[M13]  60.0  0.40   12.00  3.6450  4.6450 No        
       2 US#4[M13]  60.0  0.40   14.50  4.6450  5.8540 No        
       2 US#4[M13]  60.0  0.40   17.88  5.8540  7.3540 No        
       2 US#4[M13]  60.0  0.40   18.87  7.3540  8.9268 No        
       2 US#4[M13]  60.0  0.40   19.00  8.9268 21.5942 No        
       2 US#4[M13]  60.0  0.40   17.00  5.1457  6.5623 Yes       
       2 US#4[M13]  60.0  0.40   18.75  6.5623  8.1250 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.1250 47.8750 Yes       
       2 US#4[M13]  60.0  0.40   18.75 47.8750 49.4377 Yes       
       2 US#4[M13]  60.0  0.40   17.00 49.4377 50.8543 Yes       
       2 US#4[M13]  60.0  0.40   19.00 34.4058 47.0732 No        
       2 US#4[M13]  60.0  0.40   18.87 47.0732 48.6460 No        
       2 US#4[M13]  60.0  0.40   17.88 48.6460 50.1460 No        
       2 US#4[M13]  60.0  0.40   14.50 50.1460 51.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 51.3550 52.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 50.8543 52.8543 Yes       
       2 US#4[M13]  60.0  0.40   10.50 52.3550 53.2300 No        
       2 US#4[M13]  60.0  0.40    9.00 53.2300 55.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 52.8543 55.8543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.21 in):
 
  6 @  2.000 in 2 @  4.000 in 4 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.1457 Yes       
       2 US#4[M13]  60.0  0.40    9.00  0.5200  2.7700 No        
       2 US#4[M13]  60.0  0.40   10.50  2.7700  3.6450 No        
       2 US#4[M13]  60.0  0.40   12.00  3.1457  5.1457 Yes       
       2 US#4[M13]  60.0  0.40   12.00  3.6450  4.6450 No        
       2 US#4[M13]  60.0  0.40   14.50  4.6450  5.8540 No        
       2 US#4[M13]  60.0  0.40   17.88  5.8540  7.3540 No        
       2 US#4[M13]  60.0  0.40   18.87  7.3540  8.9268 No        
       2 US#4[M13]  60.0  0.40   19.00  8.9268 21.5942 No        
       2 US#4[M13]  60.0  0.40   17.00  5.1457  6.5623 Yes       
       2 US#4[M13]  60.0  0.40   18.75  6.5623  8.1250 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.1250 47.8750 Yes       
       2 US#4[M13]  60.0  0.40   18.75 47.8750 49.4377 Yes       
       2 US#4[M13]  60.0  0.40   17.00 49.4377 50.8543 Yes       
       2 US#4[M13]  60.0  0.40   19.00 34.4058 47.0732 No        
       2 US#4[M13]  60.0  0.40   18.87 47.0732 48.6460 No        
       2 US#4[M13]  60.0  0.40   17.88 48.6460 50.1460 No        
       2 US#4[M13]  60.0  0.40   14.50 50.1460 51.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 51.3550 52.3550 No        
       2 US#4[M13]  60.0  0.40   12.00 50.8543 52.8543 Yes       
       2 US#4[M13]  60.0  0.40   10.50 52.3550 53.2300 No        
       2 US#4[M13]  60.0  0.40    9.00 53.2300 55.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 52.8543 55.8543 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   3.17/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Exterior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 in
Effective width  =  83.004 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.060      0.00       0.060   55.00
     DC  Line       0.008      0.00       0.008   55.00
     DC  Line       0.065      0.00       0.065   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.000 ft
Release length = 56.000 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.667   (Calculated)    
Live Moment (1  lane  loaded)  : 0.653   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.762   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.829   (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                  =        564.5 in2           1109.4 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           353859 in4#
Ht. of c.g.           =        20.23 in             34.52 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1266.4 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     5.10    10.70    16.30    21.90    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    567.2    581.0    579.4    581.0    581.0    581.0    581.0    581.0
  Yb      ,  in    20.18    19.92    19.95    19.92    19.92    19.92    19.92    19.92
  MI(Ixx) , in4   116686   118297   118120   118297   118297   118297   118297   118297
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1112.3   1126.6   1125.0   1126.6   1126.6   1126.6   1126.6   1126.6
  Yb      ,  in    34.46    34.13    34.17    34.13    34.13    34.13    34.13    34.13
  MI(Ixx) , in4   355685   364680   363679   364680   364680   364680   364680   364680

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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           3.50 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.10 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.57 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           1.40 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.36 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.21 in):
     6 @  2.000 in     2 @  4.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.855 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.819 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.156 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)       
-------------------------------------------------------------------------------------
       784.000         740 580.160      8.131 32929.238   395.905       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.1457    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.7700     No
      2      US#4[M13]       60.00        0.40      10.50       2.7700      3.6450     No
      2      US#4[M13]       60.00        0.40      12.00       3.1457      5.1457    Yes
      2      US#4[M13]       60.00        0.40      12.00       3.6450      4.6450     No
      2      US#4[M13]       60.00        0.40      14.50       4.6450      5.8540     No
      2      US#4[M13]       60.00        0.40      17.88       5.8540      7.3540     No
      2      US#4[M13]       60.00        0.40      18.87       7.3540      8.9268     No
      2      US#4[M13]       60.00        0.40      19.00       8.9268     21.5942     No
      2      US#4[M13]       60.00        0.40      17.00       5.1457      6.5623    Yes
      2      US#4[M13]       60.00        0.40      18.75       6.5623      8.1250    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.1250     47.8750    Yes
      2      US#4[M13]       60.00        0.40      18.75      47.8750     49.4377    Yes
      2      US#4[M13]       60.00        0.40      17.00      49.4377     50.8543    Yes
      2      US#4[M13]       60.00        0.40      19.00      34.4058     47.0732     No
      2      US#4[M13]       60.00        0.40      18.87      47.0732     48.6460     No
      2      US#4[M13]       60.00        0.40      17.88      48.6460     50.1460     No
      2      US#4[M13]       60.00        0.40      14.50      50.1460     51.3550     No
      2      US#4[M13]       60.00        0.40      12.00      51.3550     52.3550     No
      2      US#4[M13]       60.00        0.40      12.00      50.8543     52.8543    Yes
      2      US#4[M13]       60.00        0.40      10.50      52.3550     53.2300     No
      2      US#4[M13]       60.00        0.40       9.00      53.2300     55.4800     No
      2      US#4[M13]       60.00        0.40       9.00      52.8543     55.8543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       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 =  9.21 in
         P_init    =      595.5 kips  Ecc = 11.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.292 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.23 ksi    0.00 ksi
    due to Composite Loads                                 -0.88 ksi    0.00 ksi
    due to Live Loads                                      -3.45 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                         9.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.30 ksi  ( 4.24 %)            16.34 ksi ( 8.33 %)
Total Prestress Losses                                    24.64 ksi (12.57 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     8.7     7.8    16.9    31.6    42.0    48.3    50.3
DC(Max)     V       3.7     3.3     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.5    39.7    86.3   160.8   214.0   245.9   256.5
Haunch (Max)V      18.7    17.0    17.2    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.6     2.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   152.1   135.9   292.5   532.7   688.0   777.0   791.6
            V      80.5    58.4    60.9    35.3    24.4    13.5    35.1    24.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.5    75.3    75.9    69.9    59.4    49.3    39.4    30.0
            M      -0.0   154.4   138.1   292.4   511.4   646.2   694.8   663.0
Total     : M+      0.0   272.3   243.0   525.4   966.6  1265.6  1441.0  1484.7
            V     130.9   104.1   107.1    76.3    55.2    34.0    45.4    24.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.9   121.1   122.2   110.9    90.2    69.8    49.7    30.0
            M      -0.0   274.5   245.2   525.3   945.3  1223.8  1358.8  1356.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      48.3    42.0    31.6    16.9     7.8     8.7     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.3     3.7
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     245.9   214.0   160.8    86.3    39.7    44.5     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    17.0    18.7
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    777.0   688.0   532.7   292.5   135.9   152.1     0.0
            V      35.1    13.5    24.4    35.3    60.9    58.4    80.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.4    49.3    59.4    69.9    75.9    75.3    80.5
            M     694.8   646.2   511.4   292.4   138.1   154.4     0.0
Total     : M+   1441.0  1265.6   966.6   525.4   243.0   272.3     0.0
            V      45.4    34.0    55.2    76.3   107.1   104.1   130.9
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    49.7    69.8    90.2   110.9   122.2   121.1   130.9
            M    1358.8  1223.8   945.3   525.3   245.2   274.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            18.7             18.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           18.1             18.1
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     8.7     7.8    16.9    31.6    42.0    48.3    50.3
DC(Max)     V       3.7     3.3     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.5    39.7    86.3   160.8   214.0   245.9   256.5
Haunch (Max)V      18.7    17.0    17.2    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.6     2.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   121.7   108.7   234.0   426.2   550.4   621.6   633.3
            V      64.4    46.7    48.7    28.3    19.5    10.8    28.0    19.3
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    64.4    60.3    60.7    55.9    47.5    39.4    31.5    24.0
            M      -0.0   123.5   110.5   233.9   409.1   516.9   555.8   530.4
Total     : M+      0.0   241.8   215.9   466.9   860.1  1128.0  1285.6  1326.3
            V     114.8    92.5    95.0    69.3    50.3    31.3    38.4    19.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   114.8   106.0   107.0    96.9    78.3    60.0    41.8    24.0
            M      -0.0   243.6   217.6   466.8   843.0  1094.5  1219.8  1223.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      48.3    42.0    31.6    16.9     7.8     8.7     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.3     3.7
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     245.9   214.0   160.8    86.3    39.7    44.5     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    17.0    18.7
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    621.6   550.4   426.2   234.0   108.7   121.7     0.0
            V      28.0    10.8    19.5    28.3    48.7    46.7    64.4
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    31.5    39.4    47.5    55.9    60.7    60.3    64.4
            M     555.8   516.9   409.1   233.9   110.5   123.5     0.0
Total     : M+   1285.6  1128.0   860.1   466.9   215.9   241.8     0.0
            V      38.4    31.3    50.3    69.3    95.0    92.5   114.8
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    41.8    60.0    78.3    96.9   107.0   106.0   114.8
            M    1219.8  1094.5   843.0   466.8   217.6   243.6     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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
(Max)       V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Self wt.  : M       0.0    34.7    31.0    67.3   125.4   166.9   191.8   200.1
(Min)       V      14.6    13.2    13.4    11.9     8.9     5.9     3.0     0.0
DL-Prec.  : M       0.0    10.9     9.7    21.2    39.4    52.5    60.3    62.9
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.9     7.0    15.2    28.4    37.8    43.4    45.3
DC(Min)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    55.7    49.7   107.9   201.0   267.5   307.4   320.7
Haunch (Max)V      23.3    21.2    21.4    19.0    14.2     9.5     4.7     0.0
Deck +    : M       0.0    40.1    35.8    77.7   144.7   192.6   221.3   230.9
Haunch (Min)V      16.8    15.3    15.4    13.7    10.3     6.8     3.4     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     0.2     0.1     0.3     0.7     1.0     1.4     1.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.3    21.7    47.1    87.7   116.7   134.1   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0    17.5    15.6    33.9    63.1    84.0    96.6   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    13.0    11.6    25.2    46.9    62.5    71.8    74.9
DW(Max)     V       5.4     4.9     5.0     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     5.6     5.0    10.9    20.3    27.1    31.1    32.4
DW(Min)     V       2.4     2.1     2.2     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   266.3   237.8   511.8   932.3  1204.0  1359.8  1385.4
            V     140.9   102.1   106.5    61.8    42.7    23.6    61.4    42.3
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   140.9   131.8   132.8   122.3   103.9    86.2    69.0    52.4
            M      -0.0   270.1   241.6   511.6   895.0  1130.8  1215.9  1160.2
Total     : M+      0.0   418.6   373.7   807.2  1482.5  1936.4  2201.7  2264.1
            V     204.8   160.2   165.2   113.8    81.7    49.6    74.4    42.3
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   204.8   189.8   191.5   174.3   143.0   112.3    82.1    52.5
            M      -0.0   422.5   377.5   807.0  1445.2  1863.2  2057.8  2039.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     266.4   231.8   174.2    93.5    43.0    48.2     0.0
(Max)       V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Self wt.  : M     191.8   166.9   125.4    67.3    31.0    34.7     0.0
(Min)       V       3.0     5.9     8.9    11.9    13.4    13.2    14.6
DL-Prec.  : M      60.3    52.5    39.4    21.2     9.7    10.9     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M      43.4    37.8    28.4    15.2     7.0     7.9     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     307.4   267.5   201.0   107.9    49.7    55.7     0.0
Haunch (Max)V       4.7     9.5    14.2    19.0    21.4    21.2    23.3
Deck +    : M     221.3   192.6   144.7    77.7    35.8    40.1     0.0
Haunch (Min)V       3.4     6.8    10.3    13.7    15.4    15.3    16.8
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       1.4     1.0     0.7     0.3     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     134.1   116.7    87.7    47.1    21.7    24.3     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.4     9.2    10.2
DL-Comp   : M      96.6    84.0    63.1    33.9    15.6    17.5     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      71.8    62.5    46.9    25.2    11.6    13.0     0.0
DW(Max)     V       1.1     2.2     3.3     4.4     5.0     4.9     5.4
DL-Comp   : M      31.1    27.1    20.3    10.9     5.0     5.6     0.0
DW(Min)     V       0.5     1.0     1.4     1.9     2.2     2.1     2.4
LL + I    : M+   1359.8  1204.0   932.3   511.8   237.8   266.3     0.0
            V      61.4    23.6    42.7    61.8   106.5   102.1   140.9
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    69.0    86.2   103.9   122.3   132.8   131.8   140.9
            M    1215.9  1130.8   895.0   511.6   241.6   270.1     0.0
Total     : M+   2201.7  1936.4  1482.5   807.2   373.7   418.6     0.0
            V      74.4    49.6    81.7   113.8   165.2   160.2   204.8
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    82.1   112.3   143.0   174.3   191.5   189.8   204.8
            M    2057.8  1863.2  1445.2   807.0   377.5   422.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.2             20.2
Deck+Haunch            23.3             23.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           27.2             27.2
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     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     8.7     7.8    16.9    31.6    42.0    48.3    50.3
DC(Max)     V       3.7     3.3     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.5    39.7    86.3   160.8   214.0   245.9   256.5
Haunch (Max)V      18.7    17.0    17.2    15.2    11.4     7.6     3.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.6     2.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     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     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   145.6   130.3   274.6   474.8   604.7   653.9   649.6
            V      80.4    74.5    75.1    68.3    56.3    45.0    33.0    30.0
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    80.4    74.5    75.1    68.3    56.3    45.6    36.7    30.0
            M       0.0   145.6   130.3   274.6   474.8   586.2   632.5   649.6
Total     : M+      0.0   265.7   237.4   507.5   908.7  1182.3  1317.8  1342.7
            V     130.7   120.2   121.4   109.3    87.1    65.6    43.3    30.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.7   120.2   121.4   109.3    87.1    66.2    47.0    30.1
            M       0.0   265.7   237.4   507.5   908.7  1163.8  1296.5  1342.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
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      48.3    42.0    31.6    16.9     7.8     8.7     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.3     3.7
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     245.9   214.0   160.8    86.3    39.7    44.5     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.2    17.0    18.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       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     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
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      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
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+    653.9   604.7   474.8   274.6   130.3   145.6     0.0
            V      33.0    45.0    56.3    68.3    75.1    74.5    80.4
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    36.7    45.6    56.3    68.3    75.1    74.5    80.4
            M     632.5   586.2   474.8   274.6   130.3   145.6     0.0
Total     : M+   1317.8  1182.3   908.7   507.5   237.4   265.7     0.0
            V      43.3    65.6    87.1   109.3   121.4   120.2   130.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.0    66.2    87.1   109.3   121.4   120.2   130.7
            M    1296.5  1163.8   908.7   507.5   237.4   265.7     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.050  -0.288  -0.262  -0.288  -0.288  -0.288  -0.288  -0.288
Bottom         0.321   1.853   1.686   1.853   1.853   1.853   1.853   1.853
 
Self wt.
Precast-top   -0.000   0.098   0.088   0.190   0.355   0.472   0.542   0.566
Bottom        -0.000  -0.078  -0.070  -0.151  -0.282  -0.375  -0.431  -0.449
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.020   0.043   0.080   0.107   0.123   0.128
Bottom        -0.000  -0.018  -0.016  -0.034  -0.064  -0.085  -0.098  -0.102
 
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   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.113   0.101   0.220   0.409   0.544   0.626   0.653
Bottom        -0.000  -0.090  -0.080  -0.174  -0.325  -0.432  -0.497  -0.518
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.009   0.020   0.037   0.049   0.056   0.059
Precast-top   -0.000   0.007   0.006   0.013   0.025   0.033   0.038   0.040
Bottom        -0.000  -0.022  -0.020  -0.042  -0.079  -0.105  -0.121  -0.126
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.009   0.016   0.022   0.025   0.026
Precast-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.017   0.018
Bottom        -0.000  -0.010  -0.009  -0.019  -0.035  -0.047  -0.054  -0.056
 
LL+I(+)
Topping-top   -0.000   0.080   0.072   0.154   0.280   0.362   0.409   0.417
Precast-top   -0.000   0.054   0.049   0.105   0.190   0.246   0.278   0.283
Bottom        -0.000  -0.171  -0.153  -0.329  -0.598  -0.773  -0.873  -0.889
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.095   0.085   0.183   0.334   0.433   0.491   0.502 
Precast-top   -0.050   0.010   0.004   0.290   0.784   1.132   1.340   1.404 
Bottom         0.321   1.465   1.338   1.103   0.469   0.034  -0.222  -0.291 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.013   0.029   0.053   0.071   0.082   0.085 
Precast-top   -0.050  -0.044  -0.044   0.185   0.594   0.886   1.062   1.121 
Bottom         0.321   1.636   1.492   1.431   1.067   0.807   0.651   0.598 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 
 
As_top  , in2  0.234   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200*  0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.050  -0.288  -0.262  -0.288  -0.288  -0.288  -0.288  -0.288
Bottom         0.321   1.853   1.686   1.853   1.853   1.853   1.853   1.853
 
Self wt.
Precast-top   -0.000   0.098   0.088   0.190   0.355   0.472   0.542   0.566
Bottom        -0.000  -0.078  -0.070  -0.151  -0.282  -0.375  -0.431  -0.449
 
DL-Prec (DC)
Precast-top   -0.000   0.022   0.020   0.043   0.080   0.107   0.123   0.128
Bottom        -0.000  -0.018  -0.016  -0.034  -0.064  -0.085  -0.098  -0.102
 
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   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.002  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.113   0.101   0.220   0.409   0.544   0.626   0.653
Bottom        -0.000  -0.090  -0.080  -0.174  -0.325  -0.432  -0.497  -0.518
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.009   0.020   0.037   0.049   0.056   0.059
Precast-top   -0.000   0.007   0.006   0.013   0.025   0.033   0.038   0.040
Bottom        -0.000  -0.022  -0.020  -0.042  -0.079  -0.105  -0.121  -0.126
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.009   0.016   0.022   0.025   0.026
Precast-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.017   0.018
Bottom        -0.000  -0.010  -0.009  -0.019  -0.035  -0.047  -0.054  -0.056
 
LL+I(+)
Topping-top   -0.000   0.064   0.057   0.123   0.224   0.290   0.327   0.333
Precast-top   -0.000   0.044   0.039   0.084   0.152   0.197   0.222   0.226
Bottom        -0.000  -0.137  -0.123  -0.263  -0.479  -0.618  -0.698  -0.711
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.079   0.070   0.152   0.278   0.361   0.409   0.418 
Precast-top   -0.050  -0.001  -0.006   0.269   0.746   1.083   1.284   1.348 
Bottom         0.321   1.499   1.369   1.169   0.589   0.189  -0.047  -0.113 
 

 
 
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    2.22    5.10   10.70   16.30   21.90   27.50
F_LL+I(+)
Topping-top   -0.000   0.077   0.069   0.145   0.250   0.318   0.344   0.342
Precast-top   -0.000   0.052   0.047   0.098   0.170   0.216   0.234   0.232
Bottom        -0.000  -0.164  -0.147  -0.308  -0.533  -0.679  -0.734  -0.730
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.084   0.075   0.159   0.277   0.354   0.385   0.384 
Precast-top   -0.025   0.030   0.024   0.191   0.467   0.659   0.765   0.793 
Bottom         0.160   0.654   0.599   0.407   0.000  -0.276  -0.409  -0.431 
 

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
    204.8    9.0   49.6    0.285   0.0   6.00e-3 50.0    200.1     0.965    0.533      1.13
      0.0    0.4   49.4     31.5 0.102      27.4 0.87    24.00     0.127    0.606*
Transfer:   3.00
    189.8    9.0   49.6    1.711   0.0   1.15e-3 33.0    131.5     0.353    0.990      0.00
    422.5    2.1   48.5    189.0 0.097      79.4 2.57    24.00     0.127    2.128 
Critical:   4.53
    180.6    9.0   49.6    1.867   0.0   0.15e-3 29.5     68.1     0.159    0.800      0.00
    650.6    2.3   48.4    189.0 0.092     132.5 4.30    24.00     0.127    2.364 
0.1L    :   5.60
    174.3    9.0   49.6    1.973   0.0   0.03e-3 29.1     49.2     0.127    0.613      0.00
    807.0    2.5   48.3    189.0 0.089     144.5 4.70    24.00     0.127    2.121 
0.2L    :  11.20
    143.0    9.0   49.6    2.538   0.0   0.34e-3 30.2     42.0     0.127    0.505      0.00
   1445.2    3.2   48.0    189.0 0.074     116.8 3.83    24.00     0.127    2.048 
0.3L    :  16.80
    112.3    9.0   49.6    2.604   0.0   1.16e-3 33.1     46.5     0.127    0.505      0.00
   1863.2    3.2   48.0    189.0 0.058      78.2 2.56    24.00     0.127    2.119 
0.4L    :  22.40
     82.1    9.0   49.6    2.604   0.0   1.41e-3 33.9     20.0     0.127    0.253      0.00
   2057.8    3.2   48.0    189.0 0.042      71.1 2.33    24.00     0.127    1.767 
0.5L    :  28.00
     52.5    9.0   49.6    2.604   0.0   0.95e-3 32.3      0.0     0.127    0.253      0.00
   2039.0    3.2   48.0    189.0 0.027      85.5 2.80    24.00     0.127    3.106 
0.6L    :  33.60
     82.1    9.0   49.6    2.604   0.0   1.41e-3 33.9     20.0     0.127    0.253      0.00
   2057.8    3.2   48.0    189.0 0.042      71.1 2.33    24.00     0.127    1.767 
0.7L    :  39.20
    112.3    9.0   49.6    2.604   0.0   1.16e-3 33.1     46.5     0.127    0.505      0.00
   1863.2    3.2   48.0    189.0 0.058      78.2 2.56    24.00     0.127    2.119 
0.8L    :  44.80
    143.0    9.0   49.6    2.538   0.0   0.34e-3 30.2     42.0     0.127    0.505      0.00
   1445.2    3.2   48.0    189.0 0.074     116.8 3.83    24.00     0.127    2.048 
0.9L    :  50.40
    174.3    9.0   49.6    1.973   0.0   0.03e-3 29.1     49.2     0.127    0.613      0.00
    807.0    2.5   48.3    189.0 0.089     144.5 4.70    24.00     0.127    2.121 
Critical:  51.47
    180.6    9.0   49.6    1.867   0.0   0.15e-3 29.5     68.1     0.159    0.800      0.00
    650.6    2.3   48.4    189.0 0.092     132.5 4.30    24.00     0.127    2.364 
Transfer:  53.00
    189.8    9.0   49.6    1.711   0.0   1.15e-3 33.0    131.5     0.353    0.990      0.00
    422.5    2.1   48.5    189.0 0.097      79.4 2.57    24.00     0.127    2.128 
Bearing :  55.50
    204.8    9.0   49.6    0.285   0.0   6.00e-3 50.0    200.1     0.965    0.533      1.13
      0.0    0.4   49.4     31.5 0.102      27.4 0.87    24.00     0.127    0.606*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
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 = 12.00(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
    204.8      4.61     49.58    0.36       49.40    24.00      0.120      1.235      0.249      0.533 
Transfer:      2.50
    189.8      4.35     49.58    2.15       48.51    24.00      0.120      1.149      0.198      0.533 
Critical:      4.03
    180.7      4.15     49.58    2.34       48.41    24.00      0.120      1.082      0.157      0.400 
0.1L    :      5.10
    174.3      4.01     49.58    2.47       48.35    24.00      0.120      1.035      0.129      0.282 
0.2L    :     10.70
    143.0      3.31     49.58    3.16       48.00    24.00      0.120      0.803      0.000      0.253 
0.3L    :     16.30
    112.3      2.60     49.58    3.24       47.96    24.00      0.120      0.567      0.000      0.253 
0.4L    :     21.90
     82.1      1.90     49.58    3.24       47.96    24.00      0.120      0.334      0.000      0.253 
0.5L    :     27.50
     52.5      1.22     49.58    3.24       47.96    24.00      0.120      0.106      0.000      0.253 
0.6L    :     33.10
     82.1      1.90     49.58    3.24       47.96    24.00      0.120      0.334      0.000      0.253 
0.7L    :     38.70
    112.3      2.60     49.58    3.24       47.96    24.00      0.120      0.567      0.000      0.253 
0.8L    :     44.30
    143.0      3.31     49.58    3.16       48.00    24.00      0.120      0.803      0.000      0.253 
0.9L    :     49.90
    174.3      4.01     49.58    2.47       48.35    24.00      0.120      1.035      0.129      0.282 
Critical:     50.97
    180.7      4.15     49.58    2.34       48.41    24.00      0.120      1.082      0.157      0.400 
Transfer:     52.50
    189.8      4.35     49.58    2.15       48.51    24.00      0.120      1.149      0.198      0.533 
Bearing :     55.00
    204.8      4.61     49.58    0.36       49.40    24.00      0.120      1.235      0.249      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.10 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.080  2.30     -0.185
DL-Prec. (DC)  :                       -0.016  3.00     -0.047
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.70 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.160  2.30     -0.367
DL-Prec. (DC)  :                       -0.031  3.00     -0.094
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.068
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.30 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.222  2.30     -0.511
DL-Prec. (DC)  :                       -0.044  3.00     -0.131
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.094
DL-Comp. (DW)  :                       -0.014  3.00     -0.042
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.90 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.262  2.30     -0.602
DL-Prec. (DC)  :                       -0.051  3.00     -0.154
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.111
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.275  2.30     -0.634
DL-Prec. (DC)  :                       -0.054  3.00     -0.162
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.10 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.262  2.30     -0.602
DL-Prec. (DC)  :                       -0.051  3.00     -0.154
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.111
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.70 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.222  2.30     -0.511
DL-Prec. (DC)  :                       -0.044  3.00     -0.131
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.094
DL-Comp. (DW)  :                       -0.014  3.00     -0.042
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.30 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.160  2.30     -0.367
DL-Prec. (DC)  :                       -0.031  3.00     -0.094
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.068
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 49.90 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.080  2.30     -0.185
DL-Prec. (DC)  :                       -0.016  3.00     -0.047
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   418.6    44.0  1.996  265.7    2.5   2.15   1898.7  0.058T 1.00       -       -     -     -  
H/2     :   2.22
   373.7    44.0  1.809  266.1    2.3   1.95   1727.3  0.064T 1.00       -       -     -     -  
0.1L    :   5.10
   807.2    44.0  2.302  265.0    2.9   2.47   2176.0  0.050T 1.00       -       -     -     -  
0.2L    :  10.70
  1482.5    44.0  2.961  263.6    3.7   3.16   2761.5  0.038T 1.00       -       -     -     -  
0.3L    :  16.30
  1936.4    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00   2225.7  2225.7    1.27    -  
0.4L    :  21.90
  2201.7    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00   2172.7  2172.7    1.30    -  
0.5L    :  27.50
  2264.1    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00   2154.9  2154.9    1.31    -  
0.6L    :  33.10
  2201.7    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00   2172.7  2172.7    1.30    -  
0.7L    :  38.70
  1936.4    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00   2225.7  2225.7    1.27    -  
0.8L    :  44.30
  1482.5    44.0  2.961  263.6    3.7   3.16   2761.5  0.038T 1.00       -       -     -     -  
0.9L    :  49.90
   807.2    44.0  2.302  265.0    2.9   2.47   2176.0  0.050T 1.00       -       -     -     -  
H/2     :  52.78
   373.7    44.0  1.809  266.1    2.3   1.95   1727.3  0.064T 1.00       -       -     -     -  
Transfer:  52.50
   418.6    44.0  1.996  265.7    2.5   2.15   1898.7  0.058T 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    -0.058
        M   2.00 Fb     0.309
 
  2   2 E  42.50 Ft     0.496
        M  42.50 Fb     0.131
 
  3   2 E   6.00 Ft     0.391
        M   6.00 Fb     0.477
 
  4   2 E   6.00 Ft     0.287
        M   6.00 Fb     0.823
 
  5   2 E   4.00 Ft     0.146
        M   4.00 Fb     1.197
 
  6   2 E   2.00 Ft    -0.031
        M   2.00 Fb     1.601
 
  7   2 E   2.00 Ft    -0.207
        M   2.00 Fb     2.004
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 56.00            Release Length, ft: 56.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   3.5 ksi
Initial losses:  4.24 %               Final losses: 12.57 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.004     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.207       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2828.99     2264.13     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:   2.100   0.502     Midspan    1.570   0.085     Midspan
    Pre.Top:   3.000   1.404     Midspan    2.250   1.121     Midspan
    Pre.Bot:   3.000   1.465    Transfer    2.250   1.636    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.360  -0.000     Bearing
    Pre.Top:  -0.420  -0.050     Bearing
    Pre.Bot:  -0.420  -0.113     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.793     Midspan
    Pre.Bot:                                                             2.000   0.654    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.275  2.30     -0.634
DL-Prec. (DC)  :                       -0.054  3.00     -0.162
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
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-C                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 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       0.008      0.00       0.008   55.00
     DC  Line       0.070      0.00       0.070   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.000 ft
Release length = 56.000 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.708   (Calculated)    
Live Moment (1  lane  loaded)  : 0.525   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.002   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.839   (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                  =        564.5 in2           1154.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           363703 in4#
Ht. of c.g.           =        20.23 in             35.10 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     5.10    10.70    16.30    21.90    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    567.2    581.0    579.4    581.0    581.0    581.0    581.0    581.0
  Yb      ,  in    20.18    19.92    19.95    19.92    19.92    19.92    19.92    19.92
  MI(Ixx) , in4   116686   118297   118120   118297   118297   118297   118297   118297
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1157.6   1171.9   1170.3   1171.9   1171.9   1171.9   1171.9   1171.9
  Yb      ,  in    35.04    34.72    34.76    34.72    34.72    34.72    34.72    34.72
  MI(Ixx) , in4   365615   375035   373987   375035   375035   375035   375035   375035

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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           3.50 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.10 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.57 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           1.40 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.36 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.21 in):
     6 @  2.000 in     2 @  4.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.894 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.868 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.156 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)       
-------------------------------------------------------------------------------------
       784.000         740 580.160      8.131 32929.238   395.905       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.1457    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.7700     No
      2      US#4[M13]       60.00        0.40      10.50       2.7700      3.6450     No
      2      US#4[M13]       60.00        0.40      12.00       3.1457      5.1457    Yes
      2      US#4[M13]       60.00        0.40      12.00       3.6450      4.6450     No
      2      US#4[M13]       60.00        0.40      14.50       4.6450      5.8540     No
      2      US#4[M13]       60.00        0.40      17.88       5.8540      7.3540     No
      2      US#4[M13]       60.00        0.40      18.87       7.3540      8.9268     No
      2      US#4[M13]       60.00        0.40      19.00       8.9268     21.5942     No
      2      US#4[M13]       60.00        0.40      17.00       5.1457      6.5623    Yes
      2      US#4[M13]       60.00        0.40      18.75       6.5623      8.1250    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.1250     47.8750    Yes
      2      US#4[M13]       60.00        0.40      18.75      47.8750     49.4377    Yes
      2      US#4[M13]       60.00        0.40      17.00      49.4377     50.8543    Yes
      2      US#4[M13]       60.00        0.40      19.00      34.4058     47.0732     No
      2      US#4[M13]       60.00        0.40      18.87      47.0732     48.6460     No
      2      US#4[M13]       60.00        0.40      17.88      48.6460     50.1460     No
      2      US#4[M13]       60.00        0.40      14.50      50.1460     51.3550     No
      2      US#4[M13]       60.00        0.40      12.00      51.3550     52.3550     No
      2      US#4[M13]       60.00        0.40      12.00      50.8543     52.8543    Yes
      2      US#4[M13]       60.00        0.40      10.50      52.3550     53.2300     No
      2      US#4[M13]       60.00        0.40       9.00      53.2300     55.4800     No
      2      US#4[M13]       60.00        0.40       9.00      52.8543     55.8543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       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 =  9.21 in
         P_init    =      595.5 kips  Ecc = 11.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.292 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.25 ksi    0.00 ksi
    due to Composite Loads                                 -0.88 ksi    0.00 ksi
    due to Live Loads                                      -3.65 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                         9.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.30 ksi  ( 4.24 %)            16.13 ksi ( 8.23 %)
Total Prestress Losses                                    24.43 ksi (12.46 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   161.4   144.2   310.3   565.3   730.1   824.5   840.0
            V      97.3    70.5    73.5    42.7    29.5    16.3    42.4    29.2
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    97.3    91.0    91.7    84.4    71.8    59.5    47.6    36.2
            M      -0.0   163.8   146.5   310.2   542.6   685.6   737.2   703.5
Total     : M+      0.0   281.9   251.6   543.9  1000.4  1309.4  1490.7  1535.7
            V     147.7   116.4   119.9    83.8    60.4    36.9    52.7    29.3
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   147.7   136.9   138.1   125.5   102.6    80.1    58.0    36.3
            M      -0.0   284.2   253.9   543.7   977.8  1265.0  1403.5  1399.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    824.5   730.1   565.3   310.3   144.2   161.4     0.0
            V      42.4    16.3    29.5    42.7    73.5    70.5    97.3
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    47.6    59.5    71.8    84.4    91.7    91.0    97.3
            M     737.2   685.6   542.6   310.2   146.5   163.8     0.0
Total     : M+   1490.7  1309.4  1000.4   543.9   251.6   281.9     0.0
            V      52.7    36.9    60.4    83.8   119.9   116.4   147.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    58.0    80.1   102.6   125.5   138.1   136.9   147.7
            M    1403.5  1265.0   977.8   543.7   253.9   284.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            20.2             20.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.2              2.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           18.1             18.1
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   129.2   115.3   248.3   452.2   584.0   659.6   672.0
            V      77.8    56.4    58.8    34.1    23.6    13.0    33.9    23.3
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    77.8    72.8    73.4    67.5    57.4    47.6    38.1    29.0
            M      -0.0   131.0   117.2   248.2   434.1   548.5   589.8   562.8
Total     : M+      0.0   249.6   222.8   481.8   887.4  1163.4  1325.8  1367.7
            V     128.3   102.3   105.2    75.3    54.5    33.7    44.3    23.5
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   128.3   118.7   119.7   108.7    88.3    68.2    48.5    29.1
            M      -0.0   251.5   224.6   481.7   869.2  1127.9  1256.0  1258.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    659.6   584.0   452.2   248.3   115.3   129.2     0.0
            V      33.9    13.0    23.6    34.1    58.8    56.4    77.8
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    38.1    47.6    57.4    67.5    73.4    72.8    77.8
            M     589.8   548.5   434.1   248.2   117.2   131.0     0.0
Total     : M+   1325.8  1163.4   887.4   481.8   222.8   249.6     0.0
            V      44.3    33.7    54.5    75.3   105.2   102.3   128.3
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    48.5    68.2    88.3   108.7   119.7   118.7   128.3
            M    1256.0  1127.9   869.2   481.7   224.6   251.5     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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
(Max)       V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Self wt.  : M       0.0    34.7    31.0    67.3   125.4   166.9   191.8   200.1
(Min)       V      14.6    13.2    13.4    11.9     8.9     5.9     3.0     0.0
DL-Prec.  : M       0.0     6.4     5.8    12.5    23.3    31.0    35.6    37.2
DC(Max)     V       2.7     2.5     2.5     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.6     4.1     9.0    16.8    22.3    25.6    26.8
DC(Min)     V       1.9     1.8     1.8     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    60.3    53.8   116.9   217.7   289.7   332.9   347.4
Haunch (Max)V      25.3    23.0    23.2    20.6    15.4    10.3     5.1     0.0
Deck +    : M       0.0    43.4    38.7    84.2   156.8   208.6   239.7   250.1
Haunch (Min)V      18.2    16.5    16.7    14.8    11.1     7.4     3.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.9     2.9     3.9     4.9
(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     0.7     1.4     2.1     2.8     3.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.3    21.7    47.1    87.7   116.7   134.1   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0    17.5    15.6    33.9    63.1    84.0    96.6   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    13.0    11.6    25.2    46.9    62.5    71.8    74.9
DW(Max)     V       5.4     4.9     5.0     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     5.6     5.0    10.9    20.3    27.1    31.1    32.4
DW(Min)     V       2.4     2.1     2.2     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   282.5   252.3   543.1   989.2  1277.6  1442.9  1470.0
            V     170.3   123.4   128.7    74.7    51.6    28.5    74.1    51.0
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   170.3   159.2   160.5   147.7   125.6   104.2    83.4    63.3
            M      -0.0   286.7   256.4   542.9   949.6  1199.9  1290.2  1231.1
Total     : M+      0.0   435.2   388.5   839.2  1541.0  2012.2  2287.6  2352.1
            V     234.2   181.6   187.5   126.8    90.7    54.7    87.3    51.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   234.2   217.4   219.3   199.9   164.7   130.3    96.5    63.5
            M      -0.0   439.3   392.6   839.0  1501.4  1934.5  2134.9  2113.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     266.4   231.8   174.2    93.5    43.0    48.2     0.0
(Max)       V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Self wt.  : M     191.8   166.9   125.4    67.3    31.0    34.7     0.0
(Min)       V       3.0     5.9     8.9    11.9    13.4    13.2    14.6
DL-Prec.  : M      35.6    31.0    23.3    12.5     5.8     6.4     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.5     2.5     2.7
DL-Prec.  : M      25.6    22.3    16.8     9.0     4.1     4.6     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.8     1.8     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     332.9   289.7   217.7   116.9    53.8    60.3     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.2    23.0    25.3
Deck +    : M     239.7   208.6   156.8    84.2    38.7    43.4     0.0
Haunch (Min)V       3.7     7.4    11.1    14.8    16.7    16.5    18.2
Diaphragm : M       3.9     2.9     1.9     0.9     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.8     2.1     1.4     0.7     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     134.1   116.7    87.7    47.1    21.7    24.3     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.4     9.2    10.2
DL-Comp   : M      96.6    84.0    63.1    33.9    15.6    17.5     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      71.8    62.5    46.9    25.2    11.6    13.0     0.0
DW(Max)     V       1.1     2.2     3.3     4.4     5.0     4.9     5.4
DL-Comp   : M      31.1    27.1    20.3    10.9     5.0     5.6     0.0
DW(Min)     V       0.5     1.0     1.4     1.9     2.2     2.1     2.4
LL + I    : M+   1442.9  1277.6   989.2   543.1   252.3   282.5     0.0
            V      74.1    28.5    51.6    74.7   128.7   123.4   170.3
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    83.4   104.2   125.6   147.7   160.5   159.2   170.3
            M    1290.2  1199.9   949.6   542.9   256.4   286.7     0.0
Total     : M+   2287.6  2012.2  1541.0   839.2   388.5   435.2     0.0
            V      87.3    54.7    90.7   126.8   187.5   181.6   234.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    96.5   130.3   164.7   199.9   219.3   217.4   234.2
            M    2134.9  1934.5  1501.4   839.0   392.6   439.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.2             20.2
Deck+Haunch            25.3             25.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           27.2             27.2
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(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    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     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     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   116.9   104.6   220.5   381.3   485.5   525.0   521.6
            V      81.3    75.3    76.0    69.1    57.0    45.5    33.4    30.3
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    81.3    75.3    76.0    69.1    57.0    46.2    37.1    30.3
            M       0.0   116.9   104.6   220.5   381.3   470.7   507.9   521.6
Total     : M+      0.0   237.3   212.1   454.0   816.4  1064.9  1191.3  1217.3
            V     131.7   121.2   122.4   110.2    87.8    66.2    43.8    30.5
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   131.7   121.2   122.4   110.2    87.8    66.8    47.5    30.5
            M       0.0   237.3   212.1   454.0   816.4  1050.0  1174.1  1217.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
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      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
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       3.1     2.3     1.5     0.7     0.3     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     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
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      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
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+    525.0   485.5   381.3   220.5   104.6   116.9     0.0
            V      33.4    45.5    57.0    69.1    76.0    75.3    81.3
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    37.1    46.2    57.0    69.1    76.0    75.3    81.3
            M     507.9   470.7   381.3   220.5   104.6   116.9     0.0
Total     : M+   1191.3  1064.9   816.4   454.0   212.1   237.3     0.0
            V      43.8    66.2    87.8   110.2   122.4   121.2   131.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.5    66.8    87.8   110.2   122.4   121.2   131.7
            M    1174.1  1050.0   816.4   454.0   212.1   237.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.012   0.027   0.050   0.067   0.077   0.080 
Precast-top   -0.050  -0.044  -0.044   0.185   0.594   0.887   1.063   1.123 
Bottom         0.321   1.635   1.491   1.431   1.066   0.805   0.648   0.595 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 
 
As_top  , in2  0.234   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200*  0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    5.10   10.70   16.30   21.90   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.065   0.058   0.123   0.214   0.274   0.299   0.299 
Precast-top   -0.025   0.016   0.012   0.165   0.422   0.603   0.704   0.733 
Bottom         0.160   0.688   0.629   0.470   0.109  -0.137  -0.259  -0.282 
 

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
    234.2    9.0   49.6    0.285   0.0   6.00e-3 50.0    232.8     1.123    0.533      1.59
      0.0    0.3   49.4     31.5 0.117      27.4 0.87    24.00     0.127    0.530*
Transfer:   3.00
    217.4    9.0   49.6    1.708   0.0   2.30e-3 37.1    187.1     0.581    0.990      0.00
    439.3    2.0   48.6    189.0 0.110      54.4 1.76    24.00     0.127    1.545 
Critical:   4.54
    206.9    9.0   49.6    1.865   0.0   1.15e-3 33.0    150.5     0.404    0.800      0.00
    677.4    2.2   48.5    189.0 0.105      79.4 2.57    24.00     0.127    1.643 
0.1L    :   5.60
    199.9    9.0   49.6    1.970   0.0   0.63e-3 31.2    121.7     0.304    0.613      0.00
    839.0    2.3   48.4    189.0 0.102     100.4 3.26    24.00     0.127    1.556 
0.2L    :  11.20
    164.7    9.0   49.6    2.534   0.0   0.83e-3 31.9     92.6     0.240    0.505      0.00
   1501.4    2.9   48.1    189.0 0.085      90.4 2.95    24.00     0.127    1.561 
0.3L    :  16.80
    130.3    9.0   49.6    2.604   0.0   1.63e-3 34.7     78.7     0.227    0.505      0.00
   1934.5    3.0   48.1    189.0 0.067      66.1 2.16    24.00     0.127    1.668 
0.4L    :  22.40
     96.5    9.0   49.6    2.604   0.0   1.85e-3 35.5     45.7     0.135    0.253      0.00
   2134.9    3.0   48.1    189.0 0.050      61.5 2.01    24.00     0.127    1.369 
0.5L    :  28.00
     63.5    9.0   49.6    2.604   0.0   1.33e-3 33.7      0.0     0.127    0.253      0.00
   2113.2    3.0   48.1    189.0 0.033      73.5 2.40    24.00     0.127    2.334 
0.6L    :  33.60
     96.5    9.0   49.6    2.604   0.0   1.85e-3 35.5     45.7     0.135    0.253      0.00
   2134.9    3.0   48.1    189.0 0.050      61.5 2.01    24.00     0.127    1.369 
0.7L    :  39.20
    130.3    9.0   49.6    2.604   0.0   1.63e-3 34.7     78.7     0.227    0.505      0.00
   1934.5    3.0   48.1    189.0 0.067      66.1 2.16    24.00     0.127    1.668 
0.8L    :  44.80
    164.7    9.0   49.6    2.534   0.0   0.83e-3 31.9     92.6     0.240    0.505      0.00
   1501.4    2.9   48.1    189.0 0.085      90.4 2.95    24.00     0.127    1.561 
0.9L    :  50.40
    199.9    9.0   49.6    1.970   0.0   0.63e-3 31.2    121.7     0.304    0.613      0.00
    839.0    2.3   48.4    189.0 0.102     100.4 3.26    24.00     0.127    1.556 
Critical:  51.46
    206.9    9.0   49.6    1.865   0.0   1.15e-3 33.0    150.5     0.404    0.800      0.00
    677.4    2.2   48.5    189.0 0.105      79.4 2.57    24.00     0.127    1.643 
Transfer:  53.00
    217.4    9.0   49.6    1.708   0.0   2.30e-3 37.1    187.1     0.581    0.990      0.00
    439.3    2.0   48.6    189.0 0.110      54.4 1.76    24.00     0.127    1.545 
Bearing :  55.50
    234.2    9.0   49.6    0.285   0.0   6.00e-3 50.0    232.8     1.123    0.533      1.59
      0.0    0.3   49.4     31.5 0.117      27.4 0.87    24.00     0.127    0.530*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
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 = 12.00(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
    234.2      5.27     49.58    0.33       49.42    24.00      0.120      1.456      0.381      0.533 
Transfer:      2.50
    217.4      4.97     49.58    1.98       48.59    24.00      0.120      1.357      0.322      0.533 
Critical:      4.04
    207.0      4.74     49.58    2.16       48.50    24.00      0.120      1.281      0.276      0.400 
0.1L    :      5.10
    199.9      4.58     49.58    2.28       48.44    24.00      0.120      1.228      0.245      0.282 
0.2L    :     10.70
    164.7      3.80     49.58    2.92       48.13    24.00      0.120      0.968      0.089      0.253 
0.3L    :     16.30
    130.3      3.01     49.58    2.99       48.09    24.00      0.120      0.704      0.000      0.253 
0.4L    :     21.90
     96.5      2.23     49.58    2.99       48.09    24.00      0.120      0.443      0.000      0.253 
0.5L    :     27.50
     63.5      1.47     49.58    2.99       48.09    24.00      0.120      0.189      0.000      0.253 
0.6L    :     33.10
     96.5      2.23     49.58    2.99       48.09    24.00      0.120      0.443      0.000      0.253 
0.7L    :     38.70
    130.3      3.01     49.58    2.99       48.09    24.00      0.120      0.704      0.000      0.253 
0.8L    :     44.30
    164.7      3.80     49.58    2.92       48.13    24.00      0.120      0.968      0.089      0.253 
0.9L    :     49.90
    199.9      4.58     49.58    2.28       48.44    24.00      0.120      1.228      0.245      0.282 
Critical:     50.96
    207.0      4.74     49.58    2.16       48.50    24.00      0.120      1.281      0.276      0.400 
Transfer:     52.50
    217.4      4.97     49.58    1.98       48.59    24.00      0.120      1.357      0.322      0.533 
Bearing :     55.00
    234.2      5.27     49.58    0.33       49.42    24.00      0.120      1.456      0.381      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.10 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.087  2.30     -0.200
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.70 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.173  2.30     -0.398
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.066
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.30 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.241  2.30     -0.553
DL-Prec. (DC)  :                       -0.026  3.00     -0.077
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.092
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.90 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.284  2.30     -0.652
DL-Prec. (DC)  :                       -0.030  3.00     -0.091
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.016  3.00     -0.048
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.298  2.30     -0.686
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.10 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.284  2.30     -0.652
DL-Prec. (DC)  :                       -0.030  3.00     -0.091
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.016  3.00     -0.048
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.70 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.241  2.30     -0.553
DL-Prec. (DC)  :                       -0.026  3.00     -0.077
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.092
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.30 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.173  2.30     -0.398
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.066
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 49.90 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.087  2.30     -0.200
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
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
   435.2    44.0  1.993  266.0    2.3   1.98   1901.3  0.063T 1.00       -       -     -     -  
H/2     :   2.22
   388.5    44.0  1.806  266.4    2.1   1.80   1729.1  0.070T 1.00       -       -     -     -  
0.1L    :   5.10
   839.2    44.0  2.298  265.4    2.7   2.28   2180.3  0.054T 1.00       -       -     -     -  
0.2L    :  10.70
  1541.0    44.0  2.956  264.1    3.4   2.92   2770.4  0.042T 1.00       -       -     -     -  
0.3L    :  16.30
  2012.2    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    409.1   409.1    6.95    -  
0.4L    :  21.90
  2287.6    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    354.5   354.5    8.02    -  
0.5L    :  27.50
  2352.1    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    335.9   335.9    8.46    -  
0.6L    :  33.10
  2287.6    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    354.5   354.5    8.02    -  
0.7L    :  38.70
  2012.2    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    409.1   409.1    6.95    -  
0.8L    :  44.30
  1541.0    44.0  2.956  264.1    3.4   2.92   2770.4  0.042T 1.00       -       -     -     -  
0.9L    :  49.90
   839.2    44.0  2.298  265.4    2.7   2.28   2180.3  0.054T 1.00       -       -     -     -  
H/2     :  52.78
   388.5    44.0  1.806  266.4    2.1   1.80   1729.1  0.070T 1.00       -       -     -     -  
Transfer:  52.50
   435.2    44.0  1.993  266.0    2.3   1.98   1901.3  0.063T 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    -0.058
        M   2.00 Fb     0.309
 
  2   2 E  42.50 Ft     0.496
        M  42.50 Fb     0.131
 
  3   2 E   6.00 Ft     0.391
        M   6.00 Fb     0.477
 
  4   2 E   6.00 Ft     0.287
        M   6.00 Fb     0.823
 
  5   2 E   4.00 Ft     0.146
        M   4.00 Fb     1.197
 
  6   2 E   2.00 Ft    -0.031
        M   2.00 Fb     1.601
 
  7   2 E   2.00 Ft    -0.207
        M   2.00 Fb     2.004
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 56.00            Release Length, ft: 56.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   3.5 ksi
Initial losses:  4.24 %               Final losses: 12.46 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.004     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.207       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2842.56     2352.11     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:   2.100  -0.000     Bearing    1.570   0.080     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.123     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.635    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.360  -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   0.733     Midspan
    Pre.Bot:                                                             2.000   0.688    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.298  2.30     -0.686
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
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-C                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 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       0.008      0.00       0.008   55.00
     DC  Line       0.070      0.00       0.070   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.000 ft
Release length = 56.000 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.708   (Calculated)    
Live Moment (1  lane  loaded)  : 0.525   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.002   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.839   (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                  =        564.5 in2           1154.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           363703 in4#
Ht. of c.g.           =        20.23 in             35.10 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     5.10    10.70    16.30    21.90    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    567.2    581.0    579.4    581.0    581.0    581.0    581.0    581.0
  Yb      ,  in    20.18    19.92    19.95    19.92    19.92    19.92    19.92    19.92
  MI(Ixx) , in4   116686   118297   118120   118297   118297   118297   118297   118297
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1157.6   1171.9   1170.3   1171.9   1171.9   1171.9   1171.9   1171.9
  Yb      ,  in    35.04    34.72    34.76    34.72    34.72    34.72    34.72    34.72
  MI(Ixx) , in4   365615   375035   373987   375035   375035   375035   375035   375035

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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           3.50 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.10 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.57 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           1.40 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.36 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.21 in):
     6 @  2.000 in     2 @  4.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.894 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.868 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.156 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)       
-------------------------------------------------------------------------------------
       784.000         740 580.160      8.131 32929.238   395.905       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.1457    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.7700     No
      2      US#4[M13]       60.00        0.40      10.50       2.7700      3.6450     No
      2      US#4[M13]       60.00        0.40      12.00       3.1457      5.1457    Yes
      2      US#4[M13]       60.00        0.40      12.00       3.6450      4.6450     No
      2      US#4[M13]       60.00        0.40      14.50       4.6450      5.8540     No
      2      US#4[M13]       60.00        0.40      17.88       5.8540      7.3540     No
      2      US#4[M13]       60.00        0.40      18.87       7.3540      8.9268     No
      2      US#4[M13]       60.00        0.40      19.00       8.9268     21.5942     No
      2      US#4[M13]       60.00        0.40      17.00       5.1457      6.5623    Yes
      2      US#4[M13]       60.00        0.40      18.75       6.5623      8.1250    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.1250     47.8750    Yes
      2      US#4[M13]       60.00        0.40      18.75      47.8750     49.4377    Yes
      2      US#4[M13]       60.00        0.40      17.00      49.4377     50.8543    Yes
      2      US#4[M13]       60.00        0.40      19.00      34.4058     47.0732     No
      2      US#4[M13]       60.00        0.40      18.87      47.0732     48.6460     No
      2      US#4[M13]       60.00        0.40      17.88      48.6460     50.1460     No
      2      US#4[M13]       60.00        0.40      14.50      50.1460     51.3550     No
      2      US#4[M13]       60.00        0.40      12.00      51.3550     52.3550     No
      2      US#4[M13]       60.00        0.40      12.00      50.8543     52.8543    Yes
      2      US#4[M13]       60.00        0.40      10.50      52.3550     53.2300     No
      2      US#4[M13]       60.00        0.40       9.00      53.2300     55.4800     No
      2      US#4[M13]       60.00        0.40       9.00      52.8543     55.8543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       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 =  9.21 in
         P_init    =      595.5 kips  Ecc = 11.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.292 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.25 ksi    0.00 ksi
    due to Composite Loads                                 -0.88 ksi    0.00 ksi
    due to Live Loads                                      -3.65 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                         9.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.30 ksi  ( 4.24 %)            16.13 ksi ( 8.23 %)
Total Prestress Losses                                    24.43 ksi (12.46 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   161.4   144.2   310.3   565.3   730.1   824.5   840.0
            V      97.3    70.5    73.5    42.7    29.5    16.3    42.4    29.2
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    97.3    91.0    91.7    84.4    71.8    59.5    47.6    36.2
            M      -0.0   163.8   146.5   310.2   542.6   685.6   737.2   703.5
Total     : M+      0.0   281.9   251.6   543.9  1000.4  1309.4  1490.7  1535.7
            V     147.7   116.4   119.9    83.8    60.4    36.9    52.7    29.3
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   147.7   136.9   138.1   125.5   102.6    80.1    58.0    36.3
            M      -0.0   284.2   253.9   543.7   977.8  1265.0  1403.5  1399.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    824.5   730.1   565.3   310.3   144.2   161.4     0.0
            V      42.4    16.3    29.5    42.7    73.5    70.5    97.3
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    47.6    59.5    71.8    84.4    91.7    91.0    97.3
            M     737.2   685.6   542.6   310.2   146.5   163.8     0.0
Total     : M+   1490.7  1309.4  1000.4   543.9   251.6   281.9     0.0
            V      52.7    36.9    60.4    83.8   119.9   116.4   147.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    58.0    80.1   102.6   125.5   138.1   136.9   147.7
            M    1403.5  1265.0   977.8   543.7   253.9   284.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            20.2             20.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.2              2.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           18.1             18.1
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   129.2   115.3   248.3   452.2   584.0   659.6   672.0
            V      77.8    56.4    58.8    34.1    23.6    13.0    33.9    23.3
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    77.8    72.8    73.4    67.5    57.4    47.6    38.1    29.0
            M      -0.0   131.0   117.2   248.2   434.1   548.5   589.8   562.8
Total     : M+      0.0   249.6   222.8   481.8   887.4  1163.4  1325.8  1367.7
            V     128.3   102.3   105.2    75.3    54.5    33.7    44.3    23.5
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   128.3   118.7   119.7   108.7    88.3    68.2    48.5    29.1
            M      -0.0   251.5   224.6   481.7   869.2  1127.9  1256.0  1258.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    659.6   584.0   452.2   248.3   115.3   129.2     0.0
            V      33.9    13.0    23.6    34.1    58.8    56.4    77.8
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    38.1    47.6    57.4    67.5    73.4    72.8    77.8
            M     589.8   548.5   434.1   248.2   117.2   131.0     0.0
Total     : M+   1325.8  1163.4   887.4   481.8   222.8   249.6     0.0
            V      44.3    33.7    54.5    75.3   105.2   102.3   128.3
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    48.5    68.2    88.3   108.7   119.7   118.7   128.3
            M    1256.0  1127.9   869.2   481.7   224.6   251.5     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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
(Max)       V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Self wt.  : M       0.0    34.7    31.0    67.3   125.4   166.9   191.8   200.1
(Min)       V      14.6    13.2    13.4    11.9     8.9     5.9     3.0     0.0
DL-Prec.  : M       0.0     6.4     5.8    12.5    23.3    31.0    35.6    37.2
DC(Max)     V       2.7     2.5     2.5     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.6     4.1     9.0    16.8    22.3    25.6    26.8
DC(Min)     V       1.9     1.8     1.8     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    60.3    53.8   116.9   217.7   289.7   332.9   347.4
Haunch (Max)V      25.3    23.0    23.2    20.6    15.4    10.3     5.1     0.0
Deck +    : M       0.0    43.4    38.7    84.2   156.8   208.6   239.7   250.1
Haunch (Min)V      18.2    16.5    16.7    14.8    11.1     7.4     3.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.9     2.9     3.9     4.9
(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     0.7     1.4     2.1     2.8     3.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.3    21.7    47.1    87.7   116.7   134.1   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0    17.5    15.6    33.9    63.1    84.0    96.6   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    13.0    11.6    25.2    46.9    62.5    71.8    74.9
DW(Max)     V       5.4     4.9     5.0     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     5.6     5.0    10.9    20.3    27.1    31.1    32.4
DW(Min)     V       2.4     2.1     2.2     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   282.5   252.3   543.1   989.2  1277.6  1442.9  1470.0
            V     170.3   123.4   128.7    74.7    51.6    28.5    74.1    51.0
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   170.3   159.2   160.5   147.7   125.6   104.2    83.4    63.3
            M      -0.0   286.7   256.4   542.9   949.6  1199.9  1290.2  1231.1
Total     : M+      0.0   435.2   388.5   839.2  1541.0  2012.2  2287.6  2352.1
            V     234.2   181.6   187.5   126.8    90.7    54.7    87.3    51.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   234.2   217.4   219.3   199.9   164.7   130.3    96.5    63.5
            M      -0.0   439.3   392.6   839.0  1501.4  1934.5  2134.9  2113.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     266.4   231.8   174.2    93.5    43.0    48.2     0.0
(Max)       V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Self wt.  : M     191.8   166.9   125.4    67.3    31.0    34.7     0.0
(Min)       V       3.0     5.9     8.9    11.9    13.4    13.2    14.6
DL-Prec.  : M      35.6    31.0    23.3    12.5     5.8     6.4     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.5     2.5     2.7
DL-Prec.  : M      25.6    22.3    16.8     9.0     4.1     4.6     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.8     1.8     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     332.9   289.7   217.7   116.9    53.8    60.3     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.2    23.0    25.3
Deck +    : M     239.7   208.6   156.8    84.2    38.7    43.4     0.0
Haunch (Min)V       3.7     7.4    11.1    14.8    16.7    16.5    18.2
Diaphragm : M       3.9     2.9     1.9     0.9     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.8     2.1     1.4     0.7     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     134.1   116.7    87.7    47.1    21.7    24.3     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.4     9.2    10.2
DL-Comp   : M      96.6    84.0    63.1    33.9    15.6    17.5     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      71.8    62.5    46.9    25.2    11.6    13.0     0.0
DW(Max)     V       1.1     2.2     3.3     4.4     5.0     4.9     5.4
DL-Comp   : M      31.1    27.1    20.3    10.9     5.0     5.6     0.0
DW(Min)     V       0.5     1.0     1.4     1.9     2.2     2.1     2.4
LL + I    : M+   1442.9  1277.6   989.2   543.1   252.3   282.5     0.0
            V      74.1    28.5    51.6    74.7   128.7   123.4   170.3
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    83.4   104.2   125.6   147.7   160.5   159.2   170.3
            M    1290.2  1199.9   949.6   542.9   256.4   286.7     0.0
Total     : M+   2287.6  2012.2  1541.0   839.2   388.5   435.2     0.0
            V      87.3    54.7    90.7   126.8   187.5   181.6   234.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    96.5   130.3   164.7   199.9   219.3   217.4   234.2
            M    2134.9  1934.5  1501.4   839.0   392.6   439.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.2             20.2
Deck+Haunch            25.3             25.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           27.2             27.2
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(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    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     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     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   116.9   104.6   220.5   381.3   485.5   525.0   521.6
            V      81.3    75.3    76.0    69.1    57.0    45.5    33.4    30.3
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    81.3    75.3    76.0    69.1    57.0    46.2    37.1    30.3
            M       0.0   116.9   104.6   220.5   381.3   470.7   507.9   521.6
Total     : M+      0.0   237.3   212.1   454.0   816.4  1064.9  1191.3  1217.3
            V     131.7   121.2   122.4   110.2    87.8    66.2    43.8    30.5
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   131.7   121.2   122.4   110.2    87.8    66.8    47.5    30.5
            M       0.0   237.3   212.1   454.0   816.4  1050.0  1174.1  1217.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
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      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
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       3.1     2.3     1.5     0.7     0.3     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     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
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      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
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+    525.0   485.5   381.3   220.5   104.6   116.9     0.0
            V      33.4    45.5    57.0    69.1    76.0    75.3    81.3
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    37.1    46.2    57.0    69.1    76.0    75.3    81.3
            M     507.9   470.7   381.3   220.5   104.6   116.9     0.0
Total     : M+   1191.3  1064.9   816.4   454.0   212.1   237.3     0.0
            V      43.8    66.2    87.8   110.2   122.4   121.2   131.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.5    66.8    87.8   110.2   122.4   121.2   131.7
            M    1174.1  1050.0   816.4   454.0   212.1   237.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.012   0.027   0.050   0.067   0.077   0.080 
Precast-top   -0.050  -0.044  -0.044   0.185   0.594   0.887   1.063   1.123 
Bottom         0.321   1.635   1.491   1.431   1.066   0.805   0.648   0.595 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 
 
As_top  , in2  0.234   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200*  0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    5.10   10.70   16.30   21.90   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.065   0.058   0.123   0.214   0.274   0.299   0.299 
Precast-top   -0.025   0.016   0.012   0.165   0.422   0.603   0.704   0.733 
Bottom         0.160   0.688   0.629   0.470   0.109  -0.137  -0.259  -0.282 
 

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
    234.2    9.0   49.6    0.285   0.0   6.00e-3 50.0    232.8     1.123    0.533      1.59
      0.0    0.3   49.4     31.5 0.117      27.4 0.87    24.00     0.127    0.530*
Transfer:   3.00
    217.4    9.0   49.6    1.708   0.0   2.30e-3 37.1    187.1     0.581    0.990      0.00
    439.3    2.0   48.6    189.0 0.110      54.4 1.76    24.00     0.127    1.545 
Critical:   4.54
    206.9    9.0   49.6    1.865   0.0   1.15e-3 33.0    150.5     0.404    0.800      0.00
    677.4    2.2   48.5    189.0 0.105      79.4 2.57    24.00     0.127    1.643 
0.1L    :   5.60
    199.9    9.0   49.6    1.970   0.0   0.63e-3 31.2    121.7     0.304    0.613      0.00
    839.0    2.3   48.4    189.0 0.102     100.4 3.26    24.00     0.127    1.556 
0.2L    :  11.20
    164.7    9.0   49.6    2.534   0.0   0.83e-3 31.9     92.6     0.240    0.505      0.00
   1501.4    2.9   48.1    189.0 0.085      90.4 2.95    24.00     0.127    1.561 
0.3L    :  16.80
    130.3    9.0   49.6    2.604   0.0   1.63e-3 34.7     78.7     0.227    0.505      0.00
   1934.5    3.0   48.1    189.0 0.067      66.1 2.16    24.00     0.127    1.668 
0.4L    :  22.40
     96.5    9.0   49.6    2.604   0.0   1.85e-3 35.5     45.7     0.135    0.253      0.00
   2134.9    3.0   48.1    189.0 0.050      61.5 2.01    24.00     0.127    1.369 
0.5L    :  28.00
     63.5    9.0   49.6    2.604   0.0   1.33e-3 33.7      0.0     0.127    0.253      0.00
   2113.2    3.0   48.1    189.0 0.033      73.5 2.40    24.00     0.127    2.334 
0.6L    :  33.60
     96.5    9.0   49.6    2.604   0.0   1.85e-3 35.5     45.7     0.135    0.253      0.00
   2134.9    3.0   48.1    189.0 0.050      61.5 2.01    24.00     0.127    1.369 
0.7L    :  39.20
    130.3    9.0   49.6    2.604   0.0   1.63e-3 34.7     78.7     0.227    0.505      0.00
   1934.5    3.0   48.1    189.0 0.067      66.1 2.16    24.00     0.127    1.668 
0.8L    :  44.80
    164.7    9.0   49.6    2.534   0.0   0.83e-3 31.9     92.6     0.240    0.505      0.00
   1501.4    2.9   48.1    189.0 0.085      90.4 2.95    24.00     0.127    1.561 
0.9L    :  50.40
    199.9    9.0   49.6    1.970   0.0   0.63e-3 31.2    121.7     0.304    0.613      0.00
    839.0    2.3   48.4    189.0 0.102     100.4 3.26    24.00     0.127    1.556 
Critical:  51.46
    206.9    9.0   49.6    1.865   0.0   1.15e-3 33.0    150.5     0.404    0.800      0.00
    677.4    2.2   48.5    189.0 0.105      79.4 2.57    24.00     0.127    1.643 
Transfer:  53.00
    217.4    9.0   49.6    1.708   0.0   2.30e-3 37.1    187.1     0.581    0.990      0.00
    439.3    2.0   48.6    189.0 0.110      54.4 1.76    24.00     0.127    1.545 
Bearing :  55.50
    234.2    9.0   49.6    0.285   0.0   6.00e-3 50.0    232.8     1.123    0.533      1.59
      0.0    0.3   49.4     31.5 0.117      27.4 0.87    24.00     0.127    0.530*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
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 = 12.00(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
    234.2      5.27     49.58    0.33       49.42    24.00      0.120      1.456      0.381      0.533 
Transfer:      2.50
    217.4      4.97     49.58    1.98       48.59    24.00      0.120      1.357      0.322      0.533 
Critical:      4.04
    207.0      4.74     49.58    2.16       48.50    24.00      0.120      1.281      0.276      0.400 
0.1L    :      5.10
    199.9      4.58     49.58    2.28       48.44    24.00      0.120      1.228      0.245      0.282 
0.2L    :     10.70
    164.7      3.80     49.58    2.92       48.13    24.00      0.120      0.968      0.089      0.253 
0.3L    :     16.30
    130.3      3.01     49.58    2.99       48.09    24.00      0.120      0.704      0.000      0.253 
0.4L    :     21.90
     96.5      2.23     49.58    2.99       48.09    24.00      0.120      0.443      0.000      0.253 
0.5L    :     27.50
     63.5      1.47     49.58    2.99       48.09    24.00      0.120      0.189      0.000      0.253 
0.6L    :     33.10
     96.5      2.23     49.58    2.99       48.09    24.00      0.120      0.443      0.000      0.253 
0.7L    :     38.70
    130.3      3.01     49.58    2.99       48.09    24.00      0.120      0.704      0.000      0.253 
0.8L    :     44.30
    164.7      3.80     49.58    2.92       48.13    24.00      0.120      0.968      0.089      0.253 
0.9L    :     49.90
    199.9      4.58     49.58    2.28       48.44    24.00      0.120      1.228      0.245      0.282 
Critical:     50.96
    207.0      4.74     49.58    2.16       48.50    24.00      0.120      1.281      0.276      0.400 
Transfer:     52.50
    217.4      4.97     49.58    1.98       48.59    24.00      0.120      1.357      0.322      0.533 
Bearing :     55.00
    234.2      5.27     49.58    0.33       49.42    24.00      0.120      1.456      0.381      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.10 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.087  2.30     -0.200
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.70 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.173  2.30     -0.398
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.066
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.30 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.241  2.30     -0.553
DL-Prec. (DC)  :                       -0.026  3.00     -0.077
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.092
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.90 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.284  2.30     -0.652
DL-Prec. (DC)  :                       -0.030  3.00     -0.091
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.016  3.00     -0.048
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.298  2.30     -0.686
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.10 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.284  2.30     -0.652
DL-Prec. (DC)  :                       -0.030  3.00     -0.091
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.016  3.00     -0.048
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.70 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.241  2.30     -0.553
DL-Prec. (DC)  :                       -0.026  3.00     -0.077
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.092
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.30 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.173  2.30     -0.398
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.066
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 49.90 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.087  2.30     -0.200
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
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
   435.2    44.0  1.993  266.0    2.3   1.98   1901.3  0.063T 1.00       -       -     -     -  
H/2     :   2.22
   388.5    44.0  1.806  266.4    2.1   1.80   1729.1  0.070T 1.00       -       -     -     -  
0.1L    :   5.10
   839.2    44.0  2.298  265.4    2.7   2.28   2180.3  0.054T 1.00       -       -     -     -  
0.2L    :  10.70
  1541.0    44.0  2.956  264.1    3.4   2.92   2770.4  0.042T 1.00       -       -     -     -  
0.3L    :  16.30
  2012.2    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    409.1   409.1    6.95    -  
0.4L    :  21.90
  2287.6    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    354.5   354.5    8.02    -  
0.5L    :  27.50
  2352.1    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    335.9   335.9    8.46    -  
0.6L    :  33.10
  2287.6    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    354.5   354.5    8.02    -  
0.7L    :  38.70
  2012.2    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    409.1   409.1    6.95    -  
0.8L    :  44.30
  1541.0    44.0  2.956  264.1    3.4   2.92   2770.4  0.042T 1.00       -       -     -     -  
0.9L    :  49.90
   839.2    44.0  2.298  265.4    2.7   2.28   2180.3  0.054T 1.00       -       -     -     -  
H/2     :  52.78
   388.5    44.0  1.806  266.4    2.1   1.80   1729.1  0.070T 1.00       -       -     -     -  
Transfer:  52.50
   435.2    44.0  1.993  266.0    2.3   1.98   1901.3  0.063T 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    -0.058
        M   2.00 Fb     0.309
 
  2   2 E  42.50 Ft     0.496
        M  42.50 Fb     0.131
 
  3   2 E   6.00 Ft     0.391
        M   6.00 Fb     0.477
 
  4   2 E   6.00 Ft     0.287
        M   6.00 Fb     0.823
 
  5   2 E   4.00 Ft     0.146
        M   4.00 Fb     1.197
 
  6   2 E   2.00 Ft    -0.031
        M   2.00 Fb     1.601
 
  7   2 E   2.00 Ft    -0.207
        M   2.00 Fb     2.004
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 56.00            Release Length, ft: 56.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   3.5 ksi
Initial losses:  4.24 %               Final losses: 12.46 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.004     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.207       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2842.56     2352.11     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:   2.100  -0.000     Bearing    1.570   0.080     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.123     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.635    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.360  -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   0.733     Midspan
    Pre.Bot:                                                             2.000   0.688    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.298  2.30     -0.686
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
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-C                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 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       0.008      0.00       0.008   55.00
     DC  Line       0.070      0.00       0.070   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.000 ft
Release length = 56.000 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.708   (Calculated)    
Live Moment (1  lane  loaded)  : 0.525   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.002   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.839   (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                  =        564.5 in2           1154.8 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           363703 in4#
Ht. of c.g.           =        20.23 in             35.10 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     5.10    10.70    16.30    21.90    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    567.2    581.0    579.4    581.0    581.0    581.0    581.0    581.0
  Yb      ,  in    20.18    19.92    19.95    19.92    19.92    19.92    19.92    19.92
  MI(Ixx) , in4   116686   118297   118120   118297   118297   118297   118297   118297
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1157.6   1171.9   1170.3   1171.9   1171.9   1171.9   1171.9   1171.9
  Yb      ,  in    35.04    34.72    34.76    34.72    34.72    34.72    34.72    34.72
  MI(Ixx) , in4   365615   375035   373987   375035   375035   375035   375035   375035

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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           3.50 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.10 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.57 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           1.40 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.36 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.21 in):
     6 @  2.000 in     2 @  4.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.894 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.868 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.156 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)       
-------------------------------------------------------------------------------------
       784.000         740 580.160      8.131 32929.238   395.905       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.1457    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.7700     No
      2      US#4[M13]       60.00        0.40      10.50       2.7700      3.6450     No
      2      US#4[M13]       60.00        0.40      12.00       3.1457      5.1457    Yes
      2      US#4[M13]       60.00        0.40      12.00       3.6450      4.6450     No
      2      US#4[M13]       60.00        0.40      14.50       4.6450      5.8540     No
      2      US#4[M13]       60.00        0.40      17.88       5.8540      7.3540     No
      2      US#4[M13]       60.00        0.40      18.87       7.3540      8.9268     No
      2      US#4[M13]       60.00        0.40      19.00       8.9268     21.5942     No
      2      US#4[M13]       60.00        0.40      17.00       5.1457      6.5623    Yes
      2      US#4[M13]       60.00        0.40      18.75       6.5623      8.1250    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.1250     47.8750    Yes
      2      US#4[M13]       60.00        0.40      18.75      47.8750     49.4377    Yes
      2      US#4[M13]       60.00        0.40      17.00      49.4377     50.8543    Yes
      2      US#4[M13]       60.00        0.40      19.00      34.4058     47.0732     No
      2      US#4[M13]       60.00        0.40      18.87      47.0732     48.6460     No
      2      US#4[M13]       60.00        0.40      17.88      48.6460     50.1460     No
      2      US#4[M13]       60.00        0.40      14.50      50.1460     51.3550     No
      2      US#4[M13]       60.00        0.40      12.00      51.3550     52.3550     No
      2      US#4[M13]       60.00        0.40      12.00      50.8543     52.8543    Yes
      2      US#4[M13]       60.00        0.40      10.50      52.3550     53.2300     No
      2      US#4[M13]       60.00        0.40       9.00      53.2300     55.4800     No
      2      US#4[M13]       60.00        0.40       9.00      52.8543     55.8543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       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 =  9.21 in
         P_init    =      595.5 kips  Ecc = 11.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.292 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.25 ksi    0.00 ksi
    due to Composite Loads                                 -0.88 ksi    0.00 ksi
    due to Live Loads                                      -3.65 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                         9.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.30 ksi  ( 4.24 %)            16.13 ksi ( 8.23 %)
Total Prestress Losses                                    24.43 ksi (12.46 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.6 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   161.4   144.2   310.3   565.3   730.1   824.5   840.0
            V      97.3    70.5    73.5    42.7    29.5    16.3    42.4    29.2
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    97.3    91.0    91.7    84.4    71.8    59.5    47.6    36.2
            M      -0.0   163.8   146.5   310.2   542.6   685.6   737.2   703.5
Total     : M+      0.0   281.9   251.6   543.9  1000.4  1309.4  1490.7  1535.7
            V     147.7   116.4   119.9    83.8    60.4    36.9    52.7    29.3
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   147.7   136.9   138.1   125.5   102.6    80.1    58.0    36.3
            M      -0.0   284.2   253.9   543.7   977.8  1265.0  1403.5  1399.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    824.5   730.1   565.3   310.3   144.2   161.4     0.0
            V      42.4    16.3    29.5    42.7    73.5    70.5    97.3
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    47.6    59.5    71.8    84.4    91.7    91.0    97.3
            M     737.2   685.6   542.6   310.2   146.5   163.8     0.0
Total     : M+   1490.7  1309.4  1000.4   543.9   251.6   281.9     0.0
            V      52.7    36.9    60.4    83.8   119.9   116.4   147.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    58.0    80.1   102.6   125.5   138.1   136.9   147.7
            M    1403.5  1265.0   977.8   543.7   253.9   284.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            20.2             20.2
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.2              2.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           18.1             18.1
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   129.2   115.3   248.3   452.2   584.0   659.6   672.0
            V      77.8    56.4    58.8    34.1    23.6    13.0    33.9    23.3
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    77.8    72.8    73.4    67.5    57.4    47.6    38.1    29.0
            M      -0.0   131.0   117.2   248.2   434.1   548.5   589.8   562.8
Total     : M+      0.0   249.6   222.8   481.8   887.4  1163.4  1325.8  1367.7
            V     128.3   102.3   105.2    75.3    54.5    33.7    44.3    23.5
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   128.3   118.7   119.7   108.7    88.3    68.2    48.5    29.1
            M      -0.0   251.5   224.6   481.7   869.2  1127.9  1256.0  1258.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Diaphragm : M       3.1     2.3     1.5     0.7     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    659.6   584.0   452.2   248.3   115.3   129.2     0.0
            V      33.9    13.0    23.6    34.1    58.8    56.4    77.8
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    38.1    47.6    57.4    67.5    73.4    72.8    77.8
            M     589.8   548.5   434.1   248.2   117.2   131.0     0.0
Total     : M+   1325.8  1163.4   887.4   481.8   222.8   249.6     0.0
            V      44.3    33.7    54.5    75.3   105.2   102.3   128.3
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    48.5    68.2    88.3   108.7   119.7   118.7   128.3
            M    1256.0  1127.9   869.2   481.7   224.6   251.5     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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
(Max)       V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Self wt.  : M       0.0    34.7    31.0    67.3   125.4   166.9   191.8   200.1
(Min)       V      14.6    13.2    13.4    11.9     8.9     5.9     3.0     0.0
DL-Prec.  : M       0.0     6.4     5.8    12.5    23.3    31.0    35.6    37.2
DC(Max)     V       2.7     2.5     2.5     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.6     4.1     9.0    16.8    22.3    25.6    26.8
DC(Min)     V       1.9     1.8     1.8     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    60.3    53.8   116.9   217.7   289.7   332.9   347.4
Haunch (Max)V      25.3    23.0    23.2    20.6    15.4    10.3     5.1     0.0
Deck +    : M       0.0    43.4    38.7    84.2   156.8   208.6   239.7   250.1
Haunch (Min)V      18.2    16.5    16.7    14.8    11.1     7.4     3.7     0.0
Diaphragm : M       0.0     0.4     0.4     0.9     1.9     2.9     3.9     4.9
(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     0.7     1.4     2.1     2.8     3.5
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.3    21.7    47.1    87.7   116.7   134.1   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0    17.5    15.6    33.9    63.1    84.0    96.6   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    13.0    11.6    25.2    46.9    62.5    71.8    74.9
DW(Max)     V       5.4     4.9     5.0     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     5.6     5.0    10.9    20.3    27.1    31.1    32.4
DW(Min)     V       2.4     2.1     2.2     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   282.5   252.3   543.1   989.2  1277.6  1442.9  1470.0
            V     170.3   123.4   128.7    74.7    51.6    28.5    74.1    51.0
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   170.3   159.2   160.5   147.7   125.6   104.2    83.4    63.3
            M      -0.0   286.7   256.4   542.9   949.6  1199.9  1290.2  1231.1
Total     : M+      0.0   435.2   388.5   839.2  1541.0  2012.2  2287.6  2352.1
            V     234.2   181.6   187.5   126.8    90.7    54.7    87.3    51.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   234.2   217.4   219.3   199.9   164.7   130.3    96.5    63.5
            M      -0.0   439.3   392.6   839.0  1501.4  1934.5  2134.9  2113.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     266.4   231.8   174.2    93.5    43.0    48.2     0.0
(Max)       V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Self wt.  : M     191.8   166.9   125.4    67.3    31.0    34.7     0.0
(Min)       V       3.0     5.9     8.9    11.9    13.4    13.2    14.6
DL-Prec.  : M      35.6    31.0    23.3    12.5     5.8     6.4     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.5     2.5     2.7
DL-Prec.  : M      25.6    22.3    16.8     9.0     4.1     4.6     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.8     1.8     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     332.9   289.7   217.7   116.9    53.8    60.3     0.0
Haunch (Max)V       5.1    10.3    15.4    20.6    23.2    23.0    25.3
Deck +    : M     239.7   208.6   156.8    84.2    38.7    43.4     0.0
Haunch (Min)V       3.7     7.4    11.1    14.8    16.7    16.5    18.2
Diaphragm : M       3.9     2.9     1.9     0.9     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       2.8     2.1     1.4     0.7     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     134.1   116.7    87.7    47.1    21.7    24.3     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.4     9.2    10.2
DL-Comp   : M      96.6    84.0    63.1    33.9    15.6    17.5     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      71.8    62.5    46.9    25.2    11.6    13.0     0.0
DW(Max)     V       1.1     2.2     3.3     4.4     5.0     4.9     5.4
DL-Comp   : M      31.1    27.1    20.3    10.9     5.0     5.6     0.0
DW(Min)     V       0.5     1.0     1.4     1.9     2.2     2.1     2.4
LL + I    : M+   1442.9  1277.6   989.2   543.1   252.3   282.5     0.0
            V      74.1    28.5    51.6    74.7   128.7   123.4   170.3
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    83.4   104.2   125.6   147.7   160.5   159.2   170.3
            M    1290.2  1199.9   949.6   542.9   256.4   286.7     0.0
Total     : M+   2287.6  2012.2  1541.0   839.2   388.5   435.2     0.0
            V      87.3    54.7    90.7   126.8   187.5   181.6   234.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    96.5   130.3   164.7   199.9   219.3   217.4   234.2
            M    2134.9  1934.5  1501.4   839.0   392.6   439.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.2             20.2
Deck+Haunch            25.3             25.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           27.2             27.2
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.2     4.6    10.0    18.6    24.8    28.5    29.7
DC(Max)     V       2.2     2.0     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
Haunch (Max)V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.7     1.5     2.3     3.1     3.9
(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    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     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     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   116.9   104.6   220.5   381.3   485.5   525.0   521.6
            V      81.3    75.3    76.0    69.1    57.0    45.5    33.4    30.3
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    81.3    75.3    76.0    69.1    57.0    46.2    37.1    30.3
            M       0.0   116.9   104.6   220.5   381.3   470.7   507.9   521.6
Total     : M+      0.0   237.3   212.1   454.0   816.4  1064.9  1191.3  1217.3
            V     131.7   121.2   122.4   110.2    87.8    66.2    43.8    30.5
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   131.7   121.2   122.4   110.2    87.8    66.8    47.5    30.5
            M       0.0   237.3   212.1   454.0   816.4  1050.0  1174.1  1217.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
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      28.5    24.8    18.6    10.0     4.6     5.2     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     2.0     2.2
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     266.4   231.8   174.2    93.5    43.0    48.2     0.0
Haunch (Max)V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
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       3.1     2.3     1.5     0.7     0.3     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     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
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      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
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+    525.0   485.5   381.3   220.5   104.6   116.9     0.0
            V      33.4    45.5    57.0    69.1    76.0    75.3    81.3
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    37.1    46.2    57.0    69.1    76.0    75.3    81.3
            M     507.9   470.7   381.3   220.5   104.6   116.9     0.0
Total     : M+   1191.3  1064.9   816.4   454.0   212.1   237.3     0.0
            V      43.8    66.2    87.8   110.2   122.4   121.2   131.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.5    66.8    87.8   110.2   122.4   121.2   131.7
            M    1174.1  1050.0   816.4   454.0   212.1   237.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.012   0.027   0.050   0.067   0.077   0.080 
Precast-top   -0.050  -0.044  -0.044   0.185   0.594   0.887   1.063   1.123 
Bottom         0.321   1.635   1.491   1.431   1.066   0.805   0.648   0.595 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 
 
As_top  , in2  0.234   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200*  0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    5.10   10.70   16.30   21.90   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.065   0.058   0.123   0.214   0.274   0.299   0.299 
Precast-top   -0.025   0.016   0.012   0.165   0.422   0.603   0.704   0.733 
Bottom         0.160   0.688   0.629   0.470   0.109  -0.137  -0.259  -0.282 
 

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
    234.2    9.0   49.6    0.285   0.0   6.00e-3 50.0    232.8     1.123    0.533      1.59
      0.0    0.3   49.4     31.5 0.117      27.4 0.87    24.00     0.127    0.530*
Transfer:   3.00
    217.4    9.0   49.6    1.708   0.0   2.30e-3 37.1    187.1     0.581    0.990      0.00
    439.3    2.0   48.6    189.0 0.110      54.4 1.76    24.00     0.127    1.545 
Critical:   4.54
    206.9    9.0   49.6    1.865   0.0   1.15e-3 33.0    150.5     0.404    0.800      0.00
    677.4    2.2   48.5    189.0 0.105      79.4 2.57    24.00     0.127    1.643 
0.1L    :   5.60
    199.9    9.0   49.6    1.970   0.0   0.63e-3 31.2    121.7     0.304    0.613      0.00
    839.0    2.3   48.4    189.0 0.102     100.4 3.26    24.00     0.127    1.556 
0.2L    :  11.20
    164.7    9.0   49.6    2.534   0.0   0.83e-3 31.9     92.6     0.240    0.505      0.00
   1501.4    2.9   48.1    189.0 0.085      90.4 2.95    24.00     0.127    1.561 
0.3L    :  16.80
    130.3    9.0   49.6    2.604   0.0   1.63e-3 34.7     78.7     0.227    0.505      0.00
   1934.5    3.0   48.1    189.0 0.067      66.1 2.16    24.00     0.127    1.668 
0.4L    :  22.40
     96.5    9.0   49.6    2.604   0.0   1.85e-3 35.5     45.7     0.135    0.253      0.00
   2134.9    3.0   48.1    189.0 0.050      61.5 2.01    24.00     0.127    1.369 
0.5L    :  28.00
     63.5    9.0   49.6    2.604   0.0   1.33e-3 33.7      0.0     0.127    0.253      0.00
   2113.2    3.0   48.1    189.0 0.033      73.5 2.40    24.00     0.127    2.334 
0.6L    :  33.60
     96.5    9.0   49.6    2.604   0.0   1.85e-3 35.5     45.7     0.135    0.253      0.00
   2134.9    3.0   48.1    189.0 0.050      61.5 2.01    24.00     0.127    1.369 
0.7L    :  39.20
    130.3    9.0   49.6    2.604   0.0   1.63e-3 34.7     78.7     0.227    0.505      0.00
   1934.5    3.0   48.1    189.0 0.067      66.1 2.16    24.00     0.127    1.668 
0.8L    :  44.80
    164.7    9.0   49.6    2.534   0.0   0.83e-3 31.9     92.6     0.240    0.505      0.00
   1501.4    2.9   48.1    189.0 0.085      90.4 2.95    24.00     0.127    1.561 
0.9L    :  50.40
    199.9    9.0   49.6    1.970   0.0   0.63e-3 31.2    121.7     0.304    0.613      0.00
    839.0    2.3   48.4    189.0 0.102     100.4 3.26    24.00     0.127    1.556 
Critical:  51.46
    206.9    9.0   49.6    1.865   0.0   1.15e-3 33.0    150.5     0.404    0.800      0.00
    677.4    2.2   48.5    189.0 0.105      79.4 2.57    24.00     0.127    1.643 
Transfer:  53.00
    217.4    9.0   49.6    1.708   0.0   2.30e-3 37.1    187.1     0.581    0.990      0.00
    439.3    2.0   48.6    189.0 0.110      54.4 1.76    24.00     0.127    1.545 
Bearing :  55.50
    234.2    9.0   49.6    0.285   0.0   6.00e-3 50.0    232.8     1.123    0.533      1.59
      0.0    0.3   49.4     31.5 0.117      27.4 0.87    24.00     0.127    0.530*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
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 = 12.00(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
    234.2      5.27     49.58    0.33       49.42    24.00      0.120      1.456      0.381      0.533 
Transfer:      2.50
    217.4      4.97     49.58    1.98       48.59    24.00      0.120      1.357      0.322      0.533 
Critical:      4.04
    207.0      4.74     49.58    2.16       48.50    24.00      0.120      1.281      0.276      0.400 
0.1L    :      5.10
    199.9      4.58     49.58    2.28       48.44    24.00      0.120      1.228      0.245      0.282 
0.2L    :     10.70
    164.7      3.80     49.58    2.92       48.13    24.00      0.120      0.968      0.089      0.253 
0.3L    :     16.30
    130.3      3.01     49.58    2.99       48.09    24.00      0.120      0.704      0.000      0.253 
0.4L    :     21.90
     96.5      2.23     49.58    2.99       48.09    24.00      0.120      0.443      0.000      0.253 
0.5L    :     27.50
     63.5      1.47     49.58    2.99       48.09    24.00      0.120      0.189      0.000      0.253 
0.6L    :     33.10
     96.5      2.23     49.58    2.99       48.09    24.00      0.120      0.443      0.000      0.253 
0.7L    :     38.70
    130.3      3.01     49.58    2.99       48.09    24.00      0.120      0.704      0.000      0.253 
0.8L    :     44.30
    164.7      3.80     49.58    2.92       48.13    24.00      0.120      0.968      0.089      0.253 
0.9L    :     49.90
    199.9      4.58     49.58    2.28       48.44    24.00      0.120      1.228      0.245      0.282 
Critical:     50.96
    207.0      4.74     49.58    2.16       48.50    24.00      0.120      1.281      0.276      0.400 
Transfer:     52.50
    217.4      4.97     49.58    1.98       48.59    24.00      0.120      1.357      0.322      0.533 
Bearing :     55.00
    234.2      5.27     49.58    0.33       49.42    24.00      0.120      1.456      0.381      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.10 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.087  2.30     -0.200
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.70 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.173  2.30     -0.398
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.066
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.30 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.241  2.30     -0.553
DL-Prec. (DC)  :                       -0.026  3.00     -0.077
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.092
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.90 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.284  2.30     -0.652
DL-Prec. (DC)  :                       -0.030  3.00     -0.091
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.016  3.00     -0.048
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.298  2.30     -0.686
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.10 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.284  2.30     -0.652
DL-Prec. (DC)  :                       -0.030  3.00     -0.091
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.036  3.00     -0.108
DL-Comp. (DW)  :                       -0.016  3.00     -0.048
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.70 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.241  2.30     -0.553
DL-Prec. (DC)  :                       -0.026  3.00     -0.077
Diaphragm      :                       -0.003  3.00     -0.008
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.092
DL-Comp. (DW)  :                       -0.014  3.00     -0.041
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.30 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.173  2.30     -0.398
DL-Prec. (DC)  :                       -0.019  3.00     -0.056
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.022  3.00     -0.066
DL-Comp. (DW)  :                       -0.010  3.00     -0.029
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 49.90 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.087  2.30     -0.200
DL-Prec. (DC)  :                       -0.009  3.00     -0.028
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.033
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
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
   435.2    44.0  1.993  266.0    2.3   1.98   1901.3  0.063T 1.00       -       -     -     -  
H/2     :   2.22
   388.5    44.0  1.806  266.4    2.1   1.80   1729.1  0.070T 1.00       -       -     -     -  
0.1L    :   5.10
   839.2    44.0  2.298  265.4    2.7   2.28   2180.3  0.054T 1.00       -       -     -     -  
0.2L    :  10.70
  1541.0    44.0  2.956  264.1    3.4   2.92   2770.4  0.042T 1.00       -       -     -     -  
0.3L    :  16.30
  2012.2    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    409.1   409.1    6.95    -  
0.4L    :  21.90
  2287.6    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    354.5   354.5    8.02    -  
0.5L    :  27.50
  2352.1    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    335.9   335.9    8.46    -  
0.6L    :  33.10
  2287.6    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    354.5   354.5    8.02    -  
0.7L    :  38.70
  2012.2    44.0  3.038  264.0    3.5   2.99   2842.6  0.041T 1.00    409.1   409.1    6.95    -  
0.8L    :  44.30
  1541.0    44.0  2.956  264.1    3.4   2.92   2770.4  0.042T 1.00       -       -     -     -  
0.9L    :  49.90
   839.2    44.0  2.298  265.4    2.7   2.28   2180.3  0.054T 1.00       -       -     -     -  
H/2     :  52.78
   388.5    44.0  1.806  266.4    2.1   1.80   1729.1  0.070T 1.00       -       -     -     -  
Transfer:  52.50
   435.2    44.0  1.993  266.0    2.3   1.98   1901.3  0.063T 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    -0.058
        M   2.00 Fb     0.309
 
  2   2 E  42.50 Ft     0.496
        M  42.50 Fb     0.131
 
  3   2 E   6.00 Ft     0.391
        M   6.00 Fb     0.477
 
  4   2 E   6.00 Ft     0.287
        M   6.00 Fb     0.823
 
  5   2 E   4.00 Ft     0.146
        M   4.00 Fb     1.197
 
  6   2 E   2.00 Ft    -0.031
        M   2.00 Fb     1.601
 
  7   2 E   2.00 Ft    -0.207
        M   2.00 Fb     2.004
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 56.00            Release Length, ft: 56.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   3.5 ksi
Initial losses:  4.24 %               Final losses: 12.46 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.004     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.207       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2842.56     2352.11     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:   2.100  -0.000     Bearing    1.570   0.080     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.123     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.635    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.360  -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   0.733     Midspan
    Pre.Bot:                                                             2.000   0.688    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.298  2.30     -0.686
DL-Prec. (DC)  :                       -0.032  3.00     -0.096
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.038  3.00     -0.114
DL-Comp. (DW)  :                       -0.017  3.00     -0.051
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-C                            Bridge Width       =  36.33 ft
Type      : I-Girder                            Curb-to-curb       =  33.17 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  3.17 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Exterior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 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     =  16.000 in
Effective width  =  82.992 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       0.060      0.00       0.060   55.00
     DC  Line       0.008      0.00       0.008   55.00
     DC  Line       0.065      0.00       0.065   55.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    27.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 56.000 ft
Release length = 56.000 ft
Design  length = 55.000 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.667   (Calculated)    
Live Moment (1  lane  loaded)  : 0.653   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.762   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.829   (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                  =        564.5 in2           1109.3 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           353841 in4#
Ht. of c.g.           =        20.23 in             34.52 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1266.3 plf   
Mom. of Inertia (Iyy) =      10478.0 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     2.22     5.10    10.70    16.30    21.90    27.50
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    567.2    581.0    579.4    581.0    581.0    581.0    581.0    581.0
  Yb      ,  in    20.18    19.92    19.95    19.92    19.92    19.92    19.92    19.92
  MI(Ixx) , in4   116686   118297   118120   118297   118297   118297   118297   118297
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1112.2   1126.5   1124.9   1126.5   1126.5   1126.5   1126.5   1126.5
  Yb      ,  in    34.45    34.13    34.17    34.13    34.13    34.13    34.13    34.13
  MI(Ixx) , in4   355668   364662   363661   364662   364662   364662   364662   364662

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 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           3.50 ksi
  Elasticity         =    4286.83 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.10 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.57 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           1.40 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.36 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.21 in):
     6 @  2.000 in     2 @  4.000 in     4 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.04 in2      Initial Pull          =      595.5 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.855 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.819 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.156 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)       
-------------------------------------------------------------------------------------
       784.000         740 580.160      8.131 32929.238   395.905       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.1457    Yes
      2      US#4[M13]       60.00        0.40       9.00       0.5200      2.7700     No
      2      US#4[M13]       60.00        0.40      10.50       2.7700      3.6450     No
      2      US#4[M13]       60.00        0.40      12.00       3.1457      5.1457    Yes
      2      US#4[M13]       60.00        0.40      12.00       3.6450      4.6450     No
      2      US#4[M13]       60.00        0.40      14.50       4.6450      5.8540     No
      2      US#4[M13]       60.00        0.40      17.88       5.8540      7.3540     No
      2      US#4[M13]       60.00        0.40      18.87       7.3540      8.9268     No
      2      US#4[M13]       60.00        0.40      19.00       8.9268     21.5942     No
      2      US#4[M13]       60.00        0.40      17.00       5.1457      6.5623    Yes
      2      US#4[M13]       60.00        0.40      18.75       6.5623      8.1250    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.1250     47.8750    Yes
      2      US#4[M13]       60.00        0.40      18.75      47.8750     49.4377    Yes
      2      US#4[M13]       60.00        0.40      17.00      49.4377     50.8543    Yes
      2      US#4[M13]       60.00        0.40      19.00      34.4058     47.0732     No
      2      US#4[M13]       60.00        0.40      18.87      47.0732     48.6460     No
      2      US#4[M13]       60.00        0.40      17.88      48.6460     50.1460     No
      2      US#4[M13]       60.00        0.40      14.50      50.1460     51.3550     No
      2      US#4[M13]       60.00        0.40      12.00      51.3550     52.3550     No
      2      US#4[M13]       60.00        0.40      12.00      50.8543     52.8543    Yes
      2      US#4[M13]       60.00        0.40      10.50      52.3550     53.2300     No
      2      US#4[M13]       60.00        0.40       9.00      53.2300     55.4800     No
      2      US#4[M13]       60.00        0.40       9.00      52.8543     55.8543    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  5.0000       3.00 
      1 US#4[M13]           2.00 0.200 51.0000 56.0000       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 =  9.21 in
         P_init    =      595.5 kips  Ecc = 11.02 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.30 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.292 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.23 ksi    0.00 ksi
    due to Composite Loads                                 -0.88 ksi    0.00 ksi
    due to Live Loads                                      -3.45 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                         9.59 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.30 ksi  ( 4.24 %)            16.34 ksi ( 8.33 %)
Total Prestress Losses                                    24.64 ksi (12.57 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 171.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     8.7     7.8    16.9    31.6    42.0    48.3    50.3
DC(Max)     V       3.7     3.3     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.5    39.7    86.3   160.8   213.9   245.9   256.5
Haunch (Max)V      18.7    17.0    17.1    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.6     2.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   152.1   135.9   292.4   532.7   687.9   776.9   791.5
            V      80.5    58.4    60.8    35.3    24.4    13.5    35.1    24.1
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    80.5    75.3    75.9    69.9    59.4    49.3    39.4    30.0
            M      -0.0   154.4   138.0   292.3   511.3   646.1   694.7   662.9
Total     : M+      0.0   272.2   243.0   525.3   966.6  1265.5  1440.9  1484.5
            V     130.8   104.1   107.1    76.3    55.2    34.0    45.4    24.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.8   121.1   122.2   110.9    90.2    69.8    49.7    30.0
            M      -0.0   274.5   245.2   525.2   945.2  1223.7  1358.6  1355.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      48.3    42.0    31.6    16.9     7.8     8.7     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.3     3.7
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     245.9   213.9   160.8    86.3    39.7    44.5     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.1    17.0    18.7
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    776.9   687.9   532.7   292.4   135.9   152.1     0.0
            V      35.1    13.5    24.4    35.3    60.8    58.4    80.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.4    49.3    59.4    69.9    75.9    75.3    80.5
            M     694.7   646.1   511.3   292.3   138.1   154.4     0.0
Total     : M+   1440.9  1265.5   966.6   525.3   243.0   272.2     0.0
            V      45.4    34.0    55.2    76.3   107.1   104.1   130.8
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    49.7    69.8    90.2   110.9   122.2   121.1   130.8
            M    1358.6  1223.7   945.2   525.2   245.2   274.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               16.2             16.2
Deck+Haunch            18.7             18.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           40.7             40.7
DL-Comp.(DW)           18.1             18.1
Live                   77.4             77.4
        Truck          59.8             59.8
        Lane           17.6             17.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     0.0
DL-Prec.  : M       0.0     8.7     7.8    16.9    31.6    42.0    48.3    50.3
DC(Max)     V       3.7     3.3     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.5    39.7    86.3   160.8   213.9   245.9   256.5
Haunch (Max)V      18.7    17.0    17.1    15.2    11.4     7.6     3.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.6     2.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     0.0
DL-Comp   : M       0.0     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
LL + I    : M+      0.0   121.7   108.7   234.0   426.1   550.4   621.6   633.2
            V      64.4    46.7    48.7    28.2    19.5    10.8    28.0    19.3
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    64.4    60.2    60.7    55.9    47.5    39.4    31.5    24.0
            M      -0.0   123.5   110.4   233.9   409.1   516.9   555.8   530.3
Total     : M+      0.0   241.8   215.8   466.9   860.0  1127.9  1285.5  1326.2
            V     114.7    92.4    95.0    69.3    50.3    31.3    38.3    19.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   114.7   106.0   107.0    96.9    78.3    59.9    41.8    24.0
            M      -0.0   243.6   217.6   466.8   843.0  1094.4  1219.7  1223.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
DL-Prec.  : M      48.3    42.0    31.6    16.9     7.8     8.7     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.3     3.7
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     245.9   213.9   160.8    86.3    39.7    44.5     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.1    17.0    18.7
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
DL-Comp   : M      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
LL + I    : M+    621.6   550.4   426.1   234.0   108.7   121.7     0.0
            V      28.0    10.8    19.5    28.2    48.7    46.7    64.4
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    31.5    39.4    47.5    55.9    60.7    60.2    64.4
            M     555.8   516.9   409.1   233.9   110.4   123.5     0.0
Total     : M+   1285.5  1127.9   860.0   466.9   215.8   241.8     0.0
            V      38.3    31.3    50.3    69.3    95.0    92.4   114.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    41.8    59.9    78.3    96.9   107.0   106.0   114.7
            M    1219.7  1094.4   843.0   466.8   217.6   243.6     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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    48.2    43.0    93.5   174.2   231.8   266.4   277.9
(Max)       V      20.2    18.4    18.6    16.5    12.3     8.2     4.1     0.0
Self wt.  : M       0.0    34.7    31.0    67.3   125.4   166.9   191.8   200.1
(Min)       V      14.6    13.2    13.4    11.9     8.9     5.9     3.0     0.0
DL-Prec.  : M       0.0    10.9     9.7    21.2    39.4    52.5    60.3    62.9
DC(Max)     V       4.6     4.2     4.2     3.7     2.8     1.9     0.9     0.0
DL-Prec.  : M       0.0     7.9     7.0    15.2    28.4    37.8    43.4    45.3
DC(Min)     V       3.3     3.0     3.0     2.7     2.0     1.3     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    55.6    49.6   107.9   201.0   267.4   307.3   320.6
Haunch (Max)V      23.3    21.2    21.4    19.0    14.2     9.5     4.7     0.0
Deck +    : M       0.0    40.1    35.7    77.7   144.7   192.6   221.3   230.8
Haunch (Min)V      16.8    15.3    15.4    13.7    10.3     6.8     3.4     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     0.2     0.1     0.3     0.7     1.0     1.4     1.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    24.3    21.7    47.1    87.7   116.7   134.1   139.9
DC(Max)     V      10.2     9.3     9.4     8.3     6.2     4.1     2.1     0.0
DL-Comp   : M       0.0    17.5    15.6    33.9    63.1    84.0    96.6   100.7
DC(Min)     V       7.3     6.7     6.7     6.0     4.5     3.0     1.5     0.0
DL-Comp   : M       0.0    13.0    11.6    25.2    46.9    62.5    71.8    74.9
DW(Max)     V       5.4     4.9     5.0     4.4     3.3     2.2     1.1     0.0
DL-Comp   : M       0.0     5.6     5.0    10.9    20.3    27.1    31.1    32.4
DW(Min)     V       2.4     2.1     2.2     1.9     1.4     1.0     0.5     0.0
LL + I    : M+      0.0   266.2   237.7   511.8   932.2  1203.9  1359.7  1385.2
            V     140.9   102.1   106.5    61.8    42.7    23.6    61.3    42.2
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   140.9   131.8   132.8   122.3   103.9    86.2    69.0    52.4
            M      -0.0   270.1   241.6   511.6   894.9  1130.7  1215.7  1160.1
Total     : M+      0.0   418.5   373.6   807.1  1482.4  1936.3  2201.5  2263.9
            V     204.7   160.1   165.2   113.8    81.7    49.6    74.4    42.3
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   204.7   189.8   191.5   174.3   142.9   112.2    82.0    52.5
            M      -0.0   422.4   377.5   806.9  1445.0  1863.0  2057.6  2038.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     266.4   231.8   174.2    93.5    43.0    48.2     0.0
(Max)       V       4.1     8.2    12.3    16.5    18.6    18.4    20.2
Self wt.  : M     191.8   166.9   125.4    67.3    31.0    34.7     0.0
(Min)       V       3.0     5.9     8.9    11.9    13.4    13.2    14.6
DL-Prec.  : M      60.3    52.5    39.4    21.2     9.7    10.9     0.0
DC(Max)     V       0.9     1.9     2.8     3.7     4.2     4.2     4.6
DL-Prec.  : M      43.4    37.8    28.4    15.2     7.0     7.9     0.0
DC(Min)     V       0.7     1.3     2.0     2.7     3.0     3.0     3.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     307.3   267.4   201.0   107.9    49.6    55.6     0.0
Haunch (Max)V       4.7     9.5    14.2    19.0    21.4    21.2    23.3
Deck +    : M     221.3   192.6   144.7    77.7    35.7    40.1     0.0
Haunch (Min)V       3.4     6.8    10.3    13.7    15.4    15.3    16.8
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       1.4     1.0     0.7     0.3     0.1     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     134.1   116.7    87.7    47.1    21.7    24.3     0.0
DC(Max)     V       2.1     4.1     6.2     8.3     9.4     9.2    10.2
DL-Comp   : M      96.6    84.0    63.1    33.9    15.6    17.5     0.0
DC(Min)     V       1.5     3.0     4.5     6.0     6.7     6.7     7.3
DL-Comp   : M      71.8    62.5    46.9    25.2    11.6    13.0     0.0
DW(Max)     V       1.1     2.2     3.3     4.4     5.0     4.9     5.4
DL-Comp   : M      31.1    27.1    20.3    10.9     5.0     5.6     0.0
DW(Min)     V       0.5     1.0     1.4     1.9     2.2     2.1     2.4
LL + I    : M+   1359.7  1203.9   932.2   511.8   237.7   266.2     0.0
            V      61.3    23.6    42.7    61.8   106.5   102.1   140.9
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    69.0    86.2   103.9   122.3   132.8   131.8   140.9
            M    1215.7  1130.7   894.9   511.6   241.6   270.1     0.0
Total     : M+   2201.5  1936.3  1482.4   807.1   373.6   418.5     0.0
            V      74.4    49.6    81.7   113.8   165.2   160.1   204.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    82.0   112.2   142.9   174.3   191.5   189.8   204.7
            M    2057.6  1863.0  1445.0   806.9   377.5   422.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               20.2             20.2
Deck+Haunch            23.3             23.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.6              4.6
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           50.9             50.9
DL-Comp.(DW)           27.2             27.2
Live                  135.4            135.4
        Truck         104.6            104.6
        Lane           30.8             30.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, 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    2.22    5.10   10.70   16.30   21.90   27.50
Self wt.  : M       0.0    38.6    34.4    74.8   139.4   185.5   213.1   222.3
(Max)       V      16.2    14.7    14.9    13.2     9.9     6.6     3.3     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     8.7     7.8    16.9    31.6    42.0    48.3    50.3
DC(Max)     V       3.7     3.3     3.4     3.0     2.2     1.5     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    44.5    39.7    86.3   160.8   213.9   245.9   256.5
Haunch (Max)V      18.7    17.0    17.1    15.2    11.4     7.6     3.8     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.2     1.6     2.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     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    19.4    17.3    37.7    70.2    93.4   107.3   111.9
DC(Max)     V       8.1     7.4     7.5     6.6     5.0     3.3     1.7     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     8.7     7.7    16.8    31.3    41.6    47.8    49.9
DW(Max)     V       3.6     3.3     3.3     3.0     2.2     1.5     0.7     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   145.6   130.2   274.5   474.7   604.5   653.7   649.5
            V      80.3    74.4    75.1    68.3    56.3    45.0    33.0    30.0
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    80.3    74.4    75.1    68.3    56.3    45.6    36.6    30.0
            M       0.0   145.6   130.2   274.5   474.7   586.0   632.4   649.5
Total     : M+      0.0   265.7   237.4   507.4   908.6  1182.1  1317.6  1342.5
            V     130.7   120.2   121.4   109.3    87.1    65.6    43.3    30.0
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   130.7   120.2   121.4   109.3    87.1    66.2    47.0    30.0
            M       0.0   265.7   237.4   507.4   908.6  1163.6  1296.3  1342.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    33.10   38.70   44.30   49.90   52.78   52.50   55.00
Self wt.  : M     213.1   185.5   139.4    74.8    34.4    38.6     0.0
(Max)       V       3.3     6.6     9.9    13.2    14.9    14.7    16.2
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      48.3    42.0    31.6    16.9     7.8     8.7     0.0
DC(Max)     V       0.7     1.5     2.2     3.0     3.4     3.3     3.7
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     245.9   213.9   160.8    86.3    39.7    44.5     0.0
Haunch (Max)V       3.8     7.6    11.4    15.2    17.1    17.0    18.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.6     1.2     0.8     0.4     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       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     107.3    93.4    70.2    37.7    17.3    19.4     0.0
DC(Max)     V       1.7     3.3     5.0     6.6     7.5     7.4     8.1
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      47.8    41.6    31.3    16.8     7.7     8.7     0.0
DW(Max)     V       0.7     1.5     2.2     3.0     3.3     3.3     3.6
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+    653.7   604.5   474.7   274.5   130.2   145.6     0.0
            V      33.0    45.0    56.3    68.3    75.1    74.4    80.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.6    45.6    56.3    68.3    75.1    74.4    80.3
            M     632.4   586.0   474.7   274.5   130.2   145.6     0.0
Total     : M+   1317.6  1182.1   908.6   507.4   237.4   265.7     0.0
            V      43.3    65.6    87.1   109.3   121.4   120.2   130.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.0    66.2    87.1   109.3   121.4   120.2   130.7
            M    1296.3  1163.6   908.6   507.4   237.4   265.7     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.013   0.029   0.053   0.071   0.082   0.085 
Precast-top   -0.050  -0.044  -0.044   0.185   0.594   0.886   1.062   1.121 
Bottom         0.321   1.636   1.492   1.431   1.067   0.807   0.651   0.598 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    5.60   11.20   16.80   22.40   28.00
 
Beam-Self
Precast-top    0.119   0.211   0.375   0.493   0.563   0.586 
Bottom        -0.094  -0.168  -0.298  -0.391  -0.447  -0.466 
 
Prestress
Precast-top   -0.326  -0.326  -0.326  -0.326  -0.326  -0.326 
Bottom         2.098   2.098   2.098   2.098   2.098   2.098 
 
Total
Precast-top   -0.207  -0.115   0.049   0.166   0.237   0.260 
Bottom         2.004   1.930   1.800   1.707   1.651   1.632 
 
As_top  , in2  0.234   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200*  0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.68 %)
             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    2.22    5.10   10.70   16.30   21.90   27.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    5.10   10.70   16.30   21.90   27.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.084   0.075   0.159   0.277   0.354   0.385   0.384 
Precast-top   -0.025   0.030   0.024   0.191   0.467   0.659   0.765   0.793 
Bottom         0.160   0.654   0.599   0.407   0.000  -0.275  -0.409  -0.430 
 

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
    204.7    9.0   49.6    0.285   0.0   6.00e-3 50.0    200.0     0.965    0.533      1.13
      0.0    0.4   49.4     31.5 0.102      27.4 0.87    24.00     0.127    0.607*
Transfer:   3.00
    189.8    9.0   49.6    1.711   0.0   1.15e-3 33.0    131.4     0.352    0.990      0.00
    422.4    2.1   48.5    189.0 0.097      79.5 2.58    24.00     0.127    2.129 
Critical:   4.53
    180.5    9.0   49.6    1.867   0.0   0.15e-3 29.5     67.9     0.159    0.800      0.00
    650.5    2.3   48.4    189.0 0.092     132.7 4.31    24.00     0.127    2.365 
0.1L    :   5.60
    174.3    9.0   49.6    1.973   0.0   0.03e-3 29.1     49.1     0.127    0.613      0.00
    806.9    2.5   48.3    189.0 0.089     144.6 4.70    24.00     0.127    2.122 
0.2L    :  11.20
    142.9    9.0   49.6    2.538   0.0   0.34e-3 30.2     42.0     0.127    0.505      0.00
   1445.0    3.2   48.0    189.0 0.074     116.9 3.83    24.00     0.127    2.048 
0.3L    :  16.80
    112.2    9.0   49.6    2.604   0.0   1.16e-3 33.1     46.4     0.127    0.505      0.00
   1863.0    3.2   48.0    189.0 0.058      78.3 2.57    24.00     0.127    2.120 
0.4L    :  22.40
     82.0    9.0   49.6    2.604   0.0   1.41e-3 33.9     20.0     0.127    0.253      0.00
   2057.6    3.2   48.0    189.0 0.042      71.2 2.33    24.00     0.127    1.768 
0.5L    :  28.00
     52.5    9.0   49.6    2.604   0.0   0.95e-3 32.3      0.0     0.127    0.253      0.00
   2038.8    3.2   48.0    189.0 0.027      85.5 2.80    24.00     0.127    3.108 
0.6L    :  33.60
     82.0    9.0   49.6    2.604   0.0   1.41e-3 33.9     20.0     0.127    0.253      0.00
   2057.6    3.2   48.0    189.0 0.042      71.2 2.33    24.00     0.127    1.768 
0.7L    :  39.20
    112.2    9.0   49.6    2.604   0.0   1.16e-3 33.1     46.4     0.127    0.505      0.00
   1863.0    3.2   48.0    189.0 0.058      78.3 2.57    24.00     0.127    2.120 
0.8L    :  44.80
    142.9    9.0   49.6    2.538   0.0   0.34e-3 30.2     42.0     0.127    0.505      0.00
   1445.0    3.2   48.0    189.0 0.074     116.9 3.83    24.00     0.127    2.048 
0.9L    :  50.40
    174.3    9.0   49.6    1.973   0.0   0.03e-3 29.1     49.1     0.127    0.613      0.00
    806.9    2.5   48.3    189.0 0.089     144.6 4.70    24.00     0.127    2.122 
Critical:  51.47
    180.5    9.0   49.6    1.867   0.0   0.15e-3 29.5     67.9     0.159    0.800      0.00
    650.5    2.3   48.4    189.0 0.092     132.7 4.31    24.00     0.127    2.365 
Transfer:  53.00
    189.8    9.0   49.6    1.711   0.0   1.15e-3 33.0    131.4     0.352    0.990      0.00
    422.4    2.1   48.5    189.0 0.097      79.5 2.58    24.00     0.127    2.129 
Bearing :  55.50
    204.7    9.0   49.6    0.285   0.0   6.00e-3 50.0    200.0     0.965    0.533      1.13
      0.0    0.4   49.4     31.5 0.102      27.4 0.87    24.00     0.127    0.607*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  595.51
fs,         ksi =   20.00
h/4,         in =   11.25
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 = 12.00(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
    204.7      4.60     49.58    0.36       49.40    24.00      0.120      1.235      0.249      0.533 
Transfer:      2.50
    189.8      4.35     49.58    2.15       48.51    24.00      0.120      1.149      0.197      0.533 
Critical:      4.03
    180.6      4.15     49.58    2.34       48.41    24.00      0.120      1.082      0.157      0.400 
0.1L    :      5.10
    174.3      4.01     49.58    2.47       48.35    24.00      0.120      1.035      0.129      0.282 
0.2L    :     10.70
    142.9      3.31     49.58    3.16       48.00    24.00      0.120      0.803      0.000      0.253 
0.3L    :     16.30
    112.2      2.60     49.58    3.24       47.96    24.00      0.120      0.567      0.000      0.253 
0.4L    :     21.90
     82.0      1.90     49.58    3.24       47.96    24.00      0.120      0.334      0.000      0.253 
0.5L    :     27.50
     52.5      1.22     49.58    3.24       47.96    24.00      0.120      0.105      0.000      0.253 
0.6L    :     33.10
     82.0      1.90     49.58    3.24       47.96    24.00      0.120      0.334      0.000      0.253 
0.7L    :     38.70
    112.2      2.60     49.58    3.24       47.96    24.00      0.120      0.567      0.000      0.253 
0.8L    :     44.30
    142.9      3.31     49.58    3.16       48.00    24.00      0.120      0.803      0.000      0.253 
0.9L    :     49.90
    174.3      4.01     49.58    2.47       48.35    24.00      0.120      1.035      0.129      0.282 
Critical:     50.97
    180.6      4.15     49.58    2.34       48.41    24.00      0.120      1.082      0.157      0.400 
Transfer:     52.50
    189.8      4.35     49.58    2.15       48.51    24.00      0.120      1.149      0.197      0.533 
Bearing :     55.00
    204.7      4.60     49.58    0.36       49.40    24.00      0.120      1.235      0.249      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.10 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.080  2.30     -0.185
DL-Prec. (DC)  :                       -0.016  3.00     -0.047
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 10.70 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.160  2.30     -0.367
DL-Prec. (DC)  :                       -0.031  3.00     -0.094
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.068
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 16.30 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.222  2.30     -0.511
DL-Prec. (DC)  :                       -0.044  3.00     -0.131
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.094
DL-Comp. (DW)  :                       -0.014  3.00     -0.042
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 21.90 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.262  2.30     -0.602
DL-Prec. (DC)  :                       -0.051  3.00     -0.154
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.111
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 27.50 ft
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.275  2.30     -0.633
DL-Prec. (DC)  :                       -0.054  3.00     -0.162
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 33.10 ft
Prestress      :       0.656  1.80      1.180  2.20      1.442
Self Wt.       :      -0.236  1.85     -0.437  2.40     -0.567
Deck + Haunch  :                       -0.262  2.30     -0.602
DL-Prec. (DC)  :                       -0.051  3.00     -0.154
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.037  3.00     -0.111
DL-Comp. (DW)  :                       -0.017  3.00     -0.050
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 38.70 ft
Prestress      :       0.573  1.80      1.032  2.20      1.261
Self Wt.       :      -0.202  1.85     -0.373  2.40     -0.484
Deck + Haunch  :                       -0.222  2.30     -0.511
DL-Prec. (DC)  :                       -0.044  3.00     -0.131
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.031  3.00     -0.094
DL-Comp. (DW)  :                       -0.014  3.00     -0.042
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 44.30 ft
Prestress      :       0.436  1.80      0.785  2.20      0.960
Self Wt.       :      -0.147  1.85     -0.272  2.40     -0.353
Deck + Haunch  :                       -0.160  2.30     -0.367
DL-Prec. (DC)  :                       -0.031  3.00     -0.094
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.068
DL-Comp. (DW)  :                       -0.010  3.00     -0.030
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 49.90 ft
Prestress      :       0.244  1.80      0.440  2.20      0.537
Self Wt.       :      -0.078  1.85     -0.144  2.40     -0.187
Deck + Haunch  :                       -0.080  2.30     -0.185
DL-Prec. (DC)  :                       -0.016  3.00     -0.047
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.011  3.00     -0.034
DL-Comp. (DW)  :                       -0.005  3.00     -0.015
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

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
   418.5    44.0  1.996  265.7    2.5   2.15   1898.7  0.058T 1.00       -       -     -     -  
H/2     :   2.22
   373.6    44.0  1.809  266.1    2.3   1.95   1727.3  0.064T 1.00       -       -     -     -  
0.1L    :   5.10
   807.1    44.0  2.302  265.0    2.9   2.47   2176.0  0.050T 1.00       -       -     -     -  
0.2L    :  10.70
  1482.4    44.0  2.961  263.6    3.7   3.16   2761.5  0.038T 1.00       -       -     -     -  
0.3L    :  16.30
  1936.3    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00    410.9   410.9    6.88    -  
0.4L    :  21.90
  2201.5    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00    358.0   358.0    7.90    -  
0.5L    :  27.50
  2263.9    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00    340.2   340.2    8.32    -  
0.6L    :  33.10
  2201.5    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00    358.0   358.0    7.90    -  
0.7L    :  38.70
  1936.3    44.0  3.038  263.5    3.8   3.24   2829.0  0.037T 1.00    410.9   410.9    6.88    -  
0.8L    :  44.30
  1482.4    44.0  2.961  263.6    3.7   3.16   2761.5  0.038T 1.00       -       -     -     -  
0.9L    :  49.90
   807.1    44.0  2.302  265.0    2.9   2.47   2176.0  0.050T 1.00       -       -     -     -  
H/2     :  52.78
   373.6    44.0  1.809  266.1    2.3   1.95   1727.3  0.064T 1.00       -       -     -     -  
Transfer:  52.50
   418.5    44.0  1.996  265.7    2.5   2.15   1898.7  0.058T 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    -0.058
        M   2.00 Fb     0.309
 
  2   2 E  42.50 Ft     0.496
        M  42.50 Fb     0.131
 
  3   2 E   6.00 Ft     0.391
        M   6.00 Fb     0.477
 
  4   2 E   6.00 Ft     0.287
        M   6.00 Fb     0.823
 
  5   2 E   4.00 Ft     0.146
        M   4.00 Fb     1.197
 
  6   2 E   2.00 Ft    -0.031
        M   2.00 Fb     1.601
 
  7   2 E   2.00 Ft    -0.207
        M   2.00 Fb     2.004
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 56.00            Release Length, ft: 56.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  14
No. of strands, Draped:   0           No. of strands, Straight:  14
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   3.5 ksi
Initial losses:  4.24 %               Final losses: 12.57 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.004     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.207       Trans
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  2828.96     2263.92     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:   2.100  -0.000     Bearing    1.570   0.085     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.121     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.636    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.360  -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   0.793     Midspan
    Pre.Bot:                                                             2.000   0.654    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  27.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.683  1.80      1.230  2.20      1.503
Self Wt.       :      -0.248  1.85     -0.459  2.40     -0.595
Deck + Haunch  :                       -0.275  2.30     -0.633
DL-Prec. (DC)  :                       -0.054  3.00     -0.162
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.117
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
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

