 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/19/2023
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 59 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively. 
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are 2.125' and 3.008', 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_2230.tmp\C59\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       16.000
Bridge c/s,MI(Ixx), in4 =   1902614.50
 
SPAN DATA
---------
Precast length    , ft =     60.167
Bearing-to-bearing, ft =     59.167
Release span      , ft =     60.167
 
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    3.083    564.5   116354.0  45.00  20.23  16.00   6.833
 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   6.834
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.830        4266.220
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   59.17   Additional Overhang
   1    1    DC Line        0.008    0.00       0.008   59.17   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   59.17   Sacrificial Wearing Surface
   1    2    DC Line        0.008    0.00       0.008   59.17   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   59.17   Sacrificial Wearing Surface
   1    3    DC Line        0.008    0.00       0.008   59.17   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   59.17   Sacrificial Wearing Surface
   1    4    DC Line        0.008    0.00       0.008   59.17   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   59.17   Sacrificial Wearing Surface
   1    5    DC Line        0.060    0.00       0.060   59.17   Additional Overhang
   1    5    DC Line        0.008    0.00       0.008   59.17   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   59.17   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   29.500
   1    2        0.285   29.500
   1    3        0.285   29.500
   1    4        0.285   29.500
   1    5        0.143   29.500
 
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   59.17   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   59.17   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    0.073     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    4.00 ksi 
  Elasticity 4286.83 ksi 4266.22 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.00 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.25 ksi 1.80 ksi 
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
------------------------------------------------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    2.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.42 ksi -0.38 ksi 
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
 
  Flexure Reinforced                   
  Compression controlled sections 0.75 
  Tension controlled sections     0.90 
                                       
  Flexure Prestressed                  
  Compression controlled sections 0.75 
  Tension controlled sections     1.00 
                                       
  Shear                           0.90 
 
PRESTRESS LOSSES:
-----------------
 
  Time Dependent Losses, Approximate Method (Art.5.9.3.3) 
  Days to release = 0.75                                  
  Rel. Humid.(RH) = 70.0 %                                
 
----------------------------------------------------------------------------------------------------


RATING PARAMETERS
-----------------
 
 
                  Rating Factors                     References     Values 
---------------------------------------------------------------------------
  Condition Factor                               Table 6A.4.2.3-1     1.00 
  System Factor for Flexural Effect              Table 6A.4.2.4-1     1.00 
  System Factor for Shear Effect                 Art. 6A.4.2.4        1.00 
  ADTT                                           Section C3.6.1.1.2   5000 
  Dynamic Load Factor for Design Level           Art. 6A.4.3.3        0.33 
  Dynamic Load Factor for Legal and Permit Level Table C6A.4.4.3-1    0.33 
 
For Flexural Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1) OK
For Shear Effect: Condition Factor * System Factor = 1.00 >= 0.85 (Art. 6A.4.2.1 and 6A.4.2.4) OK
 
Dead Load Factors (Table 6A.4.2.2-1)
------------------------------------
  Limit State  DC   DW  
------------------------
  Strength I  1.25 1.50 
  Strength II 1.25 1.50 
  Service I   1.00 1.00 
  Service III 1.00 1.00 
 
----------------------------------------------------------------------------------------------------


 
BEAM SPECIFIC MATERIAL PROPERTIES:
 
   Span#, Beam#      Tendon-ID     Girder-f'ci Girder-f'c Deck-f'c 
                                       ksi         ksi       ksi   
-------------------------------------------------------------------
  Span:1, Beam:1 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    4.50        5.00      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    4.50        5.00      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 14 strands, 0.6''-LL-270-72.6, Low relaxation strands
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  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2710 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.37  6.8130  8.0131 No        
       2 US#4[M13]  60.0  0.40   16.88  8.0131  9.4199 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4199 22.0830 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  7.3960  8.6260 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6260 51.5410 Yes       
       2 US#4[M13]  60.0  0.40   14.75 51.5410 52.7710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 52.7710 56.2710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 38.0840 50.7470 No        
       2 US#4[M13]  60.0  0.40   16.88 50.7470 52.1539 No        
       2 US#4[M13]  60.0  0.40   14.37 52.1539 53.3540 No        
       2 US#4[M13]  60.0  0.40   14.00 53.3540 55.6880 No        
       2 US#4[M13]  60.0  0.40   11.50 55.6880 56.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.6470 59.6470 No        
       2 US#6[M19]  60.0  0.88    4.50 58.8960 59.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.2710 60.0213 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 55.1670 60.1670       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  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2710 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.37  6.8130  8.0131 No        
       2 US#4[M13]  60.0  0.40   16.88  8.0131  9.4199 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4199 22.0830 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  7.3960  8.6260 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6260 51.5410 Yes       
       2 US#4[M13]  60.0  0.40   14.75 51.5410 52.7710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 52.7710 56.2710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 38.0840 50.7470 No        
       2 US#4[M13]  60.0  0.40   16.88 50.7470 52.1539 No        
       2 US#4[M13]  60.0  0.40   14.37 52.1539 53.3540 No        
       2 US#4[M13]  60.0  0.40   14.00 53.3540 55.6880 No        
       2 US#4[M13]  60.0  0.40   11.50 55.6880 56.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.6470 59.6470 No        
       2 US#6[M19]  60.0  0.88    4.50 58.8960 59.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.2710 60.0213 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 55.1670 60.1670       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  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2710 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.37  6.8130  8.0131 No        
       2 US#4[M13]  60.0  0.40   16.88  8.0131  9.4199 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4199 22.0830 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  7.3960  8.6260 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6260 51.5410 Yes       
       2 US#4[M13]  60.0  0.40   14.75 51.5410 52.7710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 52.7710 56.2710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 38.0840 50.7470 No        
       2 US#4[M13]  60.0  0.40   16.88 50.7470 52.1539 No        
       2 US#4[M13]  60.0  0.40   14.37 52.1539 53.3540 No        
       2 US#4[M13]  60.0  0.40   14.00 53.3540 55.6880 No        
       2 US#4[M13]  60.0  0.40   11.50 55.6880 56.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.6470 59.6470 No        
       2 US#6[M19]  60.0  0.88    4.50 58.8960 59.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.2710 60.0213 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 55.1670 60.1670       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  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2710 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.37  6.8130  8.0131 No        
       2 US#4[M13]  60.0  0.40   16.88  8.0131  9.4199 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4199 22.0830 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  7.3960  8.6260 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6260 51.5410 Yes       
       2 US#4[M13]  60.0  0.40   14.75 51.5410 52.7710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 52.7710 56.2710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 38.0840 50.7470 No        
       2 US#4[M13]  60.0  0.40   16.88 50.7470 52.1539 No        
       2 US#4[M13]  60.0  0.40   14.37 52.1539 53.3540 No        
       2 US#4[M13]  60.0  0.40   14.00 53.3540 55.6880 No        
       2 US#4[M13]  60.0  0.40   11.50 55.6880 56.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.6470 59.6470 No        
       2 US#6[M19]  60.0  0.88    4.50 58.8960 59.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.2710 60.0213 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 55.1670 60.1670       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  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2710 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   11.50  3.5200  4.4790 No        
       2 US#4[M13]  60.0  0.40   14.00  4.4790  6.8130 No        
       2 US#4[M13]  60.0  0.40   14.37  6.8130  8.0131 No        
       2 US#4[M13]  60.0  0.40   16.88  8.0131  9.4199 No        
       2 US#4[M13]  60.0  0.40   19.00  9.4199 22.0830 No        
       2 US#4[M13]  60.0  0.40   14.00  3.8960  7.3960 Yes       
       2 US#4[M13]  60.0  0.40   14.75  7.3960  8.6260 Yes       
       2 US#4[M13]  60.0  0.40   19.00  8.6260 51.5410 Yes       
       2 US#4[M13]  60.0  0.40   14.75 51.5410 52.7710 Yes       
       2 US#4[M13]  60.0  0.40   14.00 52.7710 56.2710 Yes       
       2 US#4[M13]  60.0  0.40   19.00 38.0840 50.7470 No        
       2 US#4[M13]  60.0  0.40   16.88 50.7470 52.1539 No        
       2 US#4[M13]  60.0  0.40   14.37 52.1539 53.3540 No        
       2 US#4[M13]  60.0  0.40   14.00 53.3540 55.6880 No        
       2 US#4[M13]  60.0  0.40   11.50 55.6880 56.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.6470 59.6470 No        
       2 US#6[M19]  60.0  0.88    4.50 58.8960 59.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 56.2710 60.0213 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 55.1670 60.1670       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       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   3.08/  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  =  81.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.060      0.00       0.060   59.17
     DC  Line       0.008      0.00       0.008   59.17
     DC  Line       0.064      0.00       0.064   59.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    29.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 60.167 ft
Release length = 60.167 ft
Design  length = 59.167 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)  : 0.638   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.766   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.826   (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           1204.9 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           373607 in4#
Ht. of c.g.           =        20.23 in             35.69 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1258.3 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 = 0.9952

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     5.52    11.53    17.55    23.57    29.58
 
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   1207.7   1222.0   1220.4   1222.0   1222.0   1222.0   1222.0   1222.0
  Yb      ,  in    35.63    35.32    35.36    35.32    35.32    35.32    35.32    35.32
  MI(Ixx) , in4   375608   385469   384371   385469   385469   385469   385469   385469

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           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
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      =     11.913 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.891 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.167 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)       
-------------------------------------------------------------------------------------
       842.338         740 623.330      8.736 35379.527   463.515       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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2710     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.37       6.8130      8.0131     No
      2      US#4[M13]       60.00        0.40      16.88       8.0131      9.4199     No
      2      US#4[M13]       60.00        0.40      19.00       9.4199     22.0830     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       7.3960      8.6260    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6260     51.5410    Yes
      2      US#4[M13]       60.00        0.40      14.75      51.5410     52.7710    Yes
      2      US#4[M13]       60.00        0.40      14.00      52.7710     56.2710    Yes
      2      US#4[M13]       60.00        0.40      19.00      38.0840     50.7470     No
      2      US#4[M13]       60.00        0.40      16.88      50.7470     52.1539     No
      2      US#4[M13]       60.00        0.40      14.37      52.1539     53.3540     No
      2      US#4[M13]       60.00        0.40      14.00      53.3540     55.6880     No
      2      US#4[M13]       60.00        0.40      11.50      55.6880     56.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.6470     59.6470     No
      2      US#6[M19]       60.00        0.88       4.50      58.8960     59.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.2710     60.0213    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 55.1670 60.1670       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     **     8.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.55 ksi    0.00 ksi
    due to Composite Loads                                 -1.01 ksi    0.00 ksi
    due to Live Loads                                      -3.66 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                  8.07 ksi  ( 4.12 %)            15.67 ksi ( 8.00 %)
Total Prestress Losses                                    23.74 ksi (12.11 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.3 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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     9.4     8.4    19.6    36.4    48.3    55.5    57.9
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    47.5    42.3    99.2   184.1   244.8   281.2   293.3
Haunch (Max)V      19.8    18.2    18.3    16.1    12.1     8.1     4.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   150.4   134.3   311.6   566.5   732.8   829.8   847.4
            V      82.2    77.3    77.9    71.4    60.3    49.2    35.6    24.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    82.2    77.3    77.9    71.4    60.8    50.5    40.6    31.0
            M       0.0   152.9   136.7   311.6   543.4   687.4   741.6   710.1
Total     : M+      0.0   279.4   249.3   581.1  1066.9  1398.2  1594.4  1645.4
            V     136.1   126.6   127.7   115.2    93.2    71.2    46.6    24.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   136.1   126.6   127.7   115.2    93.7    72.5    51.6    31.0
            M       0.0   281.9   251.8   581.1  1043.8  1352.9  1506.2  1508.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      55.5    48.3    36.4    19.6     8.4     9.4     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     281.2   244.8   184.1    99.2    42.3    47.5     0.0
Haunch (Max)V       4.0     8.1    12.1    16.1    18.3    18.2    19.8
Diaphragm : M       1.7     1.3     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    829.8   732.8   566.5   311.6   134.3   150.4     0.0
            V      35.6    49.2    60.3    71.4    77.9    77.3    82.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.6    50.5    60.8    71.4    77.9    77.3    82.2
            M     741.6   687.4   543.4   311.6   136.7   152.9     0.0
Total     : M+   1594.4  1398.2  1066.9   581.1   249.3   279.4     0.0
            V      46.6    71.2    93.2   115.2   127.7   126.6   136.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.6    72.5    93.7   115.2   127.7   126.6   136.1
            M    1506.2  1352.9  1043.8   581.1   251.8   281.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               17.4             17.4
Deck+Haunch            19.8             19.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.9              3.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.8             43.8
DL-Comp.(DW)           19.5             19.5
Live                   79.6             79.6
        Truck          60.6             60.6
        Lane           18.9             18.9
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     9.4     8.4    19.6    36.4    48.3    55.5    57.9
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    47.5    42.3    99.2   184.1   244.8   281.2   293.3
Haunch (Max)V      19.8    18.2    18.3    16.1    12.1     8.1     4.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   120.3   107.4   249.3   453.2   586.3   663.9   677.9
            V      65.8    61.8    62.3    57.1    48.2    39.4    28.5    19.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.8    61.8    62.3    57.1    48.6    40.4    32.5    24.8
            M       0.0   122.3   109.4   249.3   434.7   550.0   593.3   568.1
Total     : M+      0.0   249.3   222.5   518.8   953.6  1251.7  1428.5  1475.9
            V     119.6   111.2   112.1   101.0    81.1    61.3    39.5    19.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   119.6   111.2   112.1   101.0    81.5    62.4    43.5    24.8
            M       0.0   251.3   224.4   518.8   935.1  1215.4  1357.9  1366.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      55.5    48.3    36.4    19.6     8.4     9.4     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     281.2   244.8   184.1    99.2    42.3    47.5     0.0
Haunch (Max)V       4.0     8.1    12.1    16.1    18.3    18.2    19.8
Diaphragm : M       1.7     1.3     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    663.9   586.3   453.2   249.3   107.4   120.3     0.0
            V      28.5    39.4    48.2    57.1    62.3    61.8    65.8
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    32.5    40.4    48.6    57.1    62.3    61.8    65.8
            M     593.3   550.0   434.7   249.3   109.4   122.3     0.0
Total     : M+   1428.5  1251.7   953.6   518.8   222.5   249.3     0.0
            V      39.5    61.3    81.1   101.0   112.1   111.2   119.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    43.5    62.4    81.5   101.0   112.1   111.2   119.6
            M    1357.8  1215.4   935.1   518.8   224.4   251.3     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
(Max)       V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Self wt.  : M       0.0    37.5    33.4    78.3   145.4   193.3   222.0   231.6
(Min)       V      15.7    14.3    14.5    12.7     9.6     6.4     3.2     0.0
DL-Prec.  : M       0.0    11.7    10.5    24.5    45.4    60.4    69.4    72.4
DC(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.4     7.5    17.6    32.7    43.5    50.0    52.1
DC(Min)     V       3.5     3.2     3.3     2.9     2.2     1.4     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    59.3    52.9   124.0   230.1   306.0   351.5   366.6
Haunch (Max)V      24.8    22.7    22.9    20.2    15.1    10.1     5.0     0.0
Deck +    : M       0.0    42.7    38.1    89.3   165.7   220.3   253.1   264.0
Haunch (Min)V      17.8    16.3    16.5    14.5    10.9     7.3     3.6     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.6     2.1     2.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.4     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.2    23.4    54.8   101.6   135.1   155.2   161.9
DC(Max)     V      10.9    10.0    10.1     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    18.9    16.8    39.4    73.2    97.3   111.8   116.6
DC(Min)     V       7.9     7.2     7.3     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    14.0    12.5    29.3    54.4    72.3    83.1    86.6
DW(Max)     V       5.9     5.4     5.4     4.8     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.1     5.4    12.7    23.6    31.3    36.0    37.5
DW(Min)     V       2.5     2.3     2.3     2.1     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   263.2   235.0   545.2   991.3  1282.4  1452.2  1483.0
            V     143.9   135.3   136.3   124.9   105.5    86.1    62.3    42.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   143.9   135.3   136.3   124.9   106.4    88.4    71.0    54.2
            M       0.0   267.6   239.2   545.2   951.0  1203.0  1297.7  1242.8
Total     : M+      0.0   426.8   380.9   887.0  1625.9  2126.3  2421.8  2494.9
            V     212.2   197.8   199.5   180.5   147.3   114.0    76.2    43.0
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   212.2   197.8   199.5   180.5   148.1   116.3    85.0    54.3
            M       0.0   431.2   385.1   887.0  1585.5  2046.8  2267.3  2254.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Self wt.  : M     222.0   193.3   145.4    78.3    33.4    37.5     0.0
(Min)       V       3.2     6.4     9.6    12.7    14.5    14.3    15.7
DL-Prec.  : M      69.4    60.4    45.4    24.5    10.5    11.7     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
DL-Prec.  : M      50.0    43.5    32.7    17.6     7.5     8.4     0.0
DC(Min)     V       0.7     1.4     2.2     2.9     3.3     3.2     3.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     351.5   306.0   230.1   124.0    52.9    59.3     0.0
Haunch (Max)V       5.0    10.1    15.1    20.2    22.9    22.7    24.8
Deck +    : M     253.1   220.3   165.7    89.3    38.1    42.7     0.0
Haunch (Min)V       3.6     7.3    10.9    14.5    16.5    16.3    17.8
Diaphragm : M       2.1     1.6     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       1.5     1.1     0.7     0.4     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     155.2   135.1   101.6    54.8    23.4    26.2     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.1    10.0    10.9
DL-Comp   : M     111.8    97.3    73.2    39.4    16.8    18.9     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.3     7.2     7.9
DL-Comp   : M      83.1    72.3    54.4    29.3    12.5    14.0     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.4     5.4     5.9
DL-Comp   : M      36.0    31.3    23.6    12.7     5.4     6.1     0.0
DW(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
LL + I    : M+   1452.2  1282.4   991.3   545.2   235.0   263.2     0.0
            V      62.3    86.1   105.5   124.9   136.3   135.3   143.9
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    71.0    88.4   106.4   124.9   136.3   135.3   143.9
            M    1297.7  1203.0   951.0   545.2   239.2   267.6     0.0
Total     : M+   2421.8  2126.2  1625.9   887.0   380.9   426.8     0.0
            V      76.2   114.0   147.3   180.5   199.5   197.8   212.2
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    85.0   116.3   148.1   180.5   199.5   197.8   212.2
            M    2267.3  2046.8  1585.5   887.0   385.1   431.2     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.7             21.7
Deck+Haunch            24.8             24.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           54.7             54.7
DL-Comp.(DW)           29.3             29.3
Live                  139.3            139.3
        Truck         106.1            106.1
        Lane           33.1             33.1
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     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     9.4     8.4    19.6    36.4    48.3    55.5    57.9
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     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    47.5    42.3    99.2   184.1   244.8   281.2   293.3
Haunch (Max)V      19.8    18.2    18.3    16.1    12.1     8.1     4.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.3     1.7     2.1
(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    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     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     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     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   150.6   134.6   305.8   529.0   673.1   733.0   689.9
            V      82.8    53.6    56.9    18.5     6.5    46.6    34.7    30.1
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    82.8    77.4    78.0    70.8    58.9    47.5    36.8    30.1
            M       0.0   148.9   133.1   302.9   526.2   645.9   673.1   689.9
Total     : M+      0.0   279.6   249.7   575.3  1029.4  1338.5  1497.6  1487.9
            V     136.6   103.0   106.8    62.3    39.4    68.6    45.7    30.2
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   136.6   126.7   127.8   114.7    91.8    69.4    47.9    30.2
            M       0.0   277.9   248.1   572.4  1026.6  1311.3  1437.7  1487.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
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      55.5    48.3    36.4    19.6     8.4     9.4     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     281.2   244.8   184.1    99.2    42.3    47.5     0.0
Haunch (Max)V       4.0     8.1    12.1    16.1    18.3    18.2    19.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
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      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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+    733.0   673.1   529.0   305.8   134.6   150.6     0.0
            V      34.7    46.6     6.5    18.5    56.9    53.6    82.8
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    36.8    47.5    58.9    70.8    78.0    77.4    82.8
            M     673.1   645.9   526.2   302.9   133.1   148.9     0.0
Total     : M+   1497.6  1338.5  1029.4   575.3   249.7   279.6     0.0
            V      45.7    68.6    39.4    62.3   106.8   103.0   136.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.9    69.4    91.8   114.7   127.8   126.7   136.6
            M    1437.7  1311.3  1026.6   572.4   248.1   277.9     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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 


 
 
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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.021   0.050   0.093   0.123   0.141   0.147
Bottom        -0.000  -0.019  -0.017  -0.040  -0.073  -0.098  -0.112  -0.117
 
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  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.121   0.108   0.252   0.468   0.623   0.715   0.746
Bottom        -0.000  -0.096  -0.086  -0.200  -0.372  -0.495  -0.568  -0.593
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.010   0.024   0.045   0.060   0.069   0.072
Precast-top   -0.000   0.006   0.006   0.013   0.024   0.033   0.037   0.039
Bottom        -0.000  -0.023  -0.021  -0.048  -0.089  -0.119  -0.137  -0.142
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.011   0.020   0.027   0.031   0.032
Precast-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.017   0.017
Bottom        -0.000  -0.010  -0.009  -0.021  -0.040  -0.053  -0.061  -0.064
 
LL+I(+)
Topping-top   -0.000   0.084   0.075   0.173   0.315   0.407   0.461   0.471
Precast-top   -0.000   0.045   0.040   0.094   0.171   0.221   0.250   0.255
Bottom        -0.000  -0.165  -0.148  -0.343  -0.623  -0.806  -0.912  -0.932
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.100   0.090   0.208   0.380   0.494   0.561   0.575 
Precast-top   -0.050   0.017   0.010   0.349   0.892   1.275   1.504   1.577 
Bottom         0.321   1.455   1.330   1.024   0.327  -0.153  -0.439  -0.518 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.015   0.035   0.065   0.087   0.100   0.104 
Precast-top   -0.050  -0.028  -0.030   0.255   0.721   1.054   1.254   1.322 
Bottom         0.321   1.620   1.478   1.367   0.950   0.653   0.474   0.413 
 

 
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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.021   0.050   0.093   0.123   0.141   0.147
Bottom        -0.000  -0.019  -0.017  -0.040  -0.073  -0.098  -0.112  -0.117
 
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  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.121   0.108   0.252   0.468   0.623   0.715   0.746
Bottom        -0.000  -0.096  -0.086  -0.200  -0.372  -0.495  -0.568  -0.593
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.010   0.024   0.045   0.060   0.069   0.072
Precast-top   -0.000   0.006   0.006   0.013   0.024   0.033   0.037   0.039
Bottom        -0.000  -0.023  -0.021  -0.048  -0.089  -0.119  -0.137  -0.142
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.011   0.020   0.027   0.031   0.032
Precast-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.017   0.017
Bottom        -0.000  -0.010  -0.009  -0.021  -0.040  -0.053  -0.061  -0.064
 
LL+I(+)
Topping-top   -0.000   0.067   0.060   0.138   0.252   0.326   0.369   0.377
Precast-top   -0.000   0.036   0.032   0.075   0.137   0.177   0.200   0.204
Bottom        -0.000  -0.132  -0.119  -0.274  -0.498  -0.645  -0.730  -0.745
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.084   0.075   0.174   0.317   0.412   0.468   0.481 
Precast-top   -0.050   0.008   0.002   0.331   0.858   1.231   1.454   1.526 
Bottom         0.321   1.488   1.360   1.093   0.452   0.008  -0.256  -0.332 
 

 
 
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    5.52   11.53   17.55   23.57   29.58
F_LL+I(+)
Topping-top   -0.000   0.084   0.075   0.170   0.294   0.374   0.407   0.383
Precast-top   -0.000   0.045   0.041   0.092   0.159   0.203   0.221   0.208
Bottom        -0.000  -0.166  -0.149  -0.336  -0.582  -0.740  -0.806  -0.759
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.092   0.082   0.187   0.326   0.417   0.457   0.435 
Precast-top   -0.025   0.031   0.025   0.220   0.520   0.730   0.848   0.869 
Bottom         0.160   0.645   0.590   0.347  -0.106  -0.414  -0.569  -0.552 
 

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
    212.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    208.3     1.005    0.533      1.25
      0.0    0.3   49.4     31.5 0.106      27.4 0.87    24.00     0.127    0.585*
Transfer:   3.00
    197.8    9.0   49.6    1.706   0.0   1.50e-3 34.3    150.1     0.420    1.067      0.00
    431.2    1.9   48.6    189.0 0.100      69.8 2.26    24.00     0.127    2.049 
Critical:   4.55
    188.9    9.0   49.6    1.864   0.0   0.48e-3 30.7    101.0     0.247    0.686      0.00
    665.4    2.1   48.5    189.0 0.096     108.9 3.53    24.00     0.127    1.855 
0.1L    :   6.02
    180.5    9.0   49.6    2.010   0.0   0.35e-3 30.2     83.6     0.201    0.686      0.00
    887.0    2.2   48.5    189.0 0.092     117.0 3.80    24.00     0.127    2.005 
0.2L    :  12.03
    148.1    9.0   49.6    2.604   0.0   0.69e-3 31.4     67.6     0.171    0.505      0.00
   1585.5    2.9   48.1    189.0 0.076      96.9 3.17    24.00     0.127    1.800 
0.3L    :  18.05
    116.3    9.0   49.6    2.604   0.0   1.81e-3 35.3     66.8     0.197    0.505      0.00
   2046.8    2.9   48.1    189.0 0.060      62.4 2.04    24.00     0.127    1.811 
0.4L    :  24.07
     85.0    9.0   49.6    2.604   0.0   2.13e-3 36.5     37.8     0.127    0.253      0.00
   2267.3    2.9   48.1    189.0 0.044      56.6 1.85    24.00     0.127    1.471 
0.5L    :  30.08
     54.3    9.0   49.6    2.604   0.0   1.67e-3 34.9      0.0     0.127    0.253      0.00
   2254.6    2.9   48.1    189.0 0.028      65.2 2.13    24.00     0.127    2.530 
0.6L    :  36.10
     85.0    9.0   49.6    2.604   0.0   2.13e-3 36.5     37.8     0.127    0.253      0.00
   2267.3    2.9   48.1    189.0 0.044      56.6 1.85    24.00     0.127    1.471 
0.7L    :  42.12
    116.3    9.0   49.6    2.604   0.0   1.81e-3 35.3     66.8     0.197    0.505      0.00
   2046.8    2.9   48.1    189.0 0.060      62.4 2.04    24.00     0.127    1.811 
0.8L    :  48.13
    148.1    9.0   49.6    2.604   0.0   0.69e-3 31.4     67.6     0.171    0.505      0.00
   1585.5    2.9   48.1    189.0 0.076      96.9 3.17    24.00     0.127    1.800 
0.9L    :  54.15
    180.5    9.0   49.6    2.010   0.0   0.35e-3 30.2     83.6     0.201    0.686      0.00
    887.0    2.2   48.5    189.0 0.092     117.0 3.80    24.00     0.127    2.005 
Critical:  55.62
    188.9    9.0   49.6    1.864   0.0   0.48e-3 30.7    101.0     0.247    0.686      0.00
    665.4    2.1   48.5    189.0 0.096     108.9 3.53    24.00     0.127    1.855 
Transfer:  57.17
    197.8    9.0   49.6    1.706   0.0   1.50e-3 34.3    150.1     0.420    1.067      0.00
    431.2    1.9   48.6    189.0 0.100      69.8 2.26    24.00     0.127    2.049 
Bearing :  59.67
    212.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    208.3     1.005    0.533      1.25
      0.0    0.3   49.4     31.5 0.106      27.4 0.87    24.00     0.127    0.585*
 

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
    212.2      4.77     49.58    0.32       49.42    24.00      0.120      1.290      0.282      0.533 
Transfer:      2.50
    197.8      4.52     49.58    1.90       48.63    24.00      0.120      1.207      0.232      0.533 
Critical:      4.05
    189.0      4.33     49.58    2.07       48.55    24.00      0.120      1.142      0.193      0.343 
0.1L    :      5.52
    180.5      4.14     49.58    2.23       48.47    24.00      0.120      1.080      0.156      0.343 
0.2L    :     11.53
    148.1      3.42     49.58    2.88       48.14    24.00      0.120      0.839      0.012      0.253 
0.3L    :     17.55
    116.3      2.68     49.58    2.88       48.14    24.00      0.120      0.594      0.000      0.253 
0.4L    :     23.57
     85.0      1.96     49.58    2.88       48.14    24.00      0.120      0.354      0.000      0.253 
0.5L    :     29.58
     54.3      1.25     49.58    2.88       48.14    24.00      0.120      0.118      0.000      0.253 
0.6L    :     35.60
     85.0      1.96     49.58    2.88       48.14    24.00      0.120      0.354      0.000      0.253 
0.7L    :     41.62
    116.3      2.68     49.58    2.88       48.14    24.00      0.120      0.594      0.000      0.253 
0.8L    :     47.63
    148.1      3.42     49.58    2.88       48.14    24.00      0.120      0.839      0.012      0.253 
0.9L    :     53.65
    180.5      4.14     49.58    2.23       48.47    24.00      0.120      1.080      0.156      0.343 
Critical:     55.12
    189.0      4.33     49.58    2.07       48.55    24.00      0.120      1.142      0.193      0.343 
Transfer:     56.67
    197.8      4.52     49.58    1.90       48.63    24.00      0.120      1.207      0.232      0.533 
Bearing :     59.17
    212.2      4.77     49.58    0.32       49.42    24.00      0.120      1.290      0.282      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.52 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.043
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.53 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.212  2.30     -0.487
DL-Prec. (DC)  :                       -0.042  3.00     -0.125
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.55 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.294  2.30     -0.676
DL-Prec. (DC)  :                       -0.058  3.00     -0.174
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.053
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.57 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.346  2.30     -0.797
DL-Prec. (DC)  :                       -0.068  3.00     -0.205
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.047  3.00     -0.141
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 29.58 ft
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.364  2.30     -0.838
DL-Prec. (DC)  :                       -0.072  3.00     -0.216
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.148
DL-Comp. (DW)  :                       -0.022  3.00     -0.066
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 35.60 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.346  2.30     -0.797
DL-Prec. (DC)  :                       -0.068  3.00     -0.205
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.047  3.00     -0.141
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 41.62 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.294  2.30     -0.676
DL-Prec. (DC)  :                       -0.058  3.00     -0.174
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.053
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 47.63 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.212  2.30     -0.487
DL-Prec. (DC)  :                       -0.042  3.00     -0.125
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 53.65 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.043
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
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
   426.8    44.0  1.991  266.2    2.2   1.90   1902.5  0.066T 1.00       -       -     -     -  
H/2     :   2.22
   380.9    44.0  1.804  266.5    2.0   1.72   1730.0  0.073T 1.00       -       -     -     -  
0.1L    :   5.52
   887.0    44.0  2.345  265.5    2.6   2.23   2226.9  0.056T 1.00       -       -     -     -  
0.2L    :  11.53
  1625.9    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00       -       -     -     -  
0.3L    :  17.55
  2126.3    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2208.3  2208.3    1.29    -  
0.4L    :  23.57
  2421.8    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2144.7  2144.7    1.33    -  
0.5L    :  29.58
  2494.9    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2123.3  2123.3    1.34    -  
0.6L    :  35.60
  2421.8    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2144.7  2144.7    1.33    -  
0.7L    :  41.62
  2126.2    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2208.3  2208.3    1.29    -  
0.8L    :  47.63
  1625.9    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2314.1  2162.4    1.23    -  
0.9L    :  53.65
   887.0    44.0  2.345  265.5    2.6   2.23   2226.9  0.056T 1.00       -       -     -     -  
H/2     :  56.95
   380.9    44.0  1.804  266.5    2.0   1.72   1730.0  0.073T 1.00       -       -     -     -  
Transfer:  56.67
   426.8    44.0  1.991  266.2    2.2   1.90   1902.5  0.066T 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    -0.048
        M   2.00 Fb     0.301
 
  2   2 E  42.50 Ft     0.505
        M  42.50 Fb     0.124
 
  3   2 E   6.00 Ft     0.401
        M   6.00 Fb     0.470
 
  4   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.816
 
  5   2 E   4.00 Ft     0.156
        M   4.00 Fb     1.190
 
  6   2 E   2.00 Ft    -0.021
        M   2.00 Fb     1.593
 
  7   2 E   2.00 Ft    -0.198
        M   2.00 Fb     1.996
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 60.17            Release Length, ft: 60.17
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   4.0 ksi
Initial losses:  4.12 %               Final losses: 12.11 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.996     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.198       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)                  2848.96     2494.88     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.575     Midspan    1.800   0.104     Midspan
    Pre.Top:   3.000   1.577     Midspan    2.250   1.322     Midspan
    Pre.Bot:   3.000   1.455    Transfer    2.250   1.620    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.050     Bearing
    Pre.Bot:  -0.420  -0.332     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.869     Midspan
    Pre.Bot:                                                             2.000   0.645    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  29.58 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.364  2.30     -0.838
DL-Prec. (DC)  :                       -0.072  3.00     -0.216
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.148
DL-Comp. (DW)  :                       -0.022  3.00     -0.066
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       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 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   59.17
     DC  Line       0.070      0.00       0.070   59.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    29.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 60.167 ft
Release length = 60.167 ft
Design  length = 59.167 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)  : 0.684   (Calculated)    
Live Moment (1  lane  loaded)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.018   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.852   (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           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 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 = 0.9952

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     5.52    11.53    17.55    23.57    29.58
 
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   1269.5   1283.8   1282.2   1283.8   1283.8   1283.8   1283.8   1283.8
  Yb      ,  in    36.30    36.00    36.03    36.00    36.00    36.00    36.00    36.00
  MI(Ixx) , in4   387012   397385   396229   397385   397385   397385   397385   397385

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           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
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      =     11.952 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.940 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.167 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)       
-------------------------------------------------------------------------------------
       842.338         740 623.330      8.736 35379.527   463.515       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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2710     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.37       6.8130      8.0131     No
      2      US#4[M13]       60.00        0.40      16.88       8.0131      9.4199     No
      2      US#4[M13]       60.00        0.40      19.00       9.4199     22.0830     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       7.3960      8.6260    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6260     51.5410    Yes
      2      US#4[M13]       60.00        0.40      14.75      51.5410     52.7710    Yes
      2      US#4[M13]       60.00        0.40      14.00      52.7710     56.2710    Yes
      2      US#4[M13]       60.00        0.40      19.00      38.0840     50.7470     No
      2      US#4[M13]       60.00        0.40      16.88      50.7470     52.1539     No
      2      US#4[M13]       60.00        0.40      14.37      52.1539     53.3540     No
      2      US#4[M13]       60.00        0.40      14.00      53.3540     55.6880     No
      2      US#4[M13]       60.00        0.40      11.50      55.6880     56.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.6470     59.6470     No
      2      US#6[M19]       60.00        0.88       4.50      58.8960     59.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.2710     60.0213    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 55.1670 60.1670       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     **     8.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.01 ksi    0.00 ksi
    due to Live Loads                                      -3.89 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                  8.07 ksi  ( 4.12 %)            15.40 ksi ( 7.86 %)
Total Prestress Losses                                    23.47 ksi (11.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.6 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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   160.7   143.4   332.8   605.2   782.9   886.5   905.3
            V     101.4    95.3    96.0    88.1    74.4    60.7    43.9    30.2
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   101.4    95.3    96.0    88.1    75.0    62.3    50.1    38.2
            M       0.0   163.4   146.0   332.8   580.5   734.4   792.2   758.6
Total     : M+      0.0   290.6   259.3   604.4  1109.4  1453.5  1657.4  1710.1
            V     155.7   145.0   146.2   132.2   107.5    82.9    55.0    30.4
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   155.7   145.0   146.2   132.2   108.1    84.5    61.2    38.3
            M       0.0   293.3   261.9   604.4  1084.7  1405.0  1563.0  1563.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Diaphragm : M       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    886.5   782.9   605.2   332.8   143.4   160.7     0.0
            V      43.9    60.7    74.4    88.1    96.0    95.3   101.4
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    50.1    62.3    75.0    88.1    96.0    95.3   101.4
            M     792.2   734.4   580.5   332.8   146.0   163.4     0.0
Total     : M+   1657.3  1453.5  1109.4   604.4   259.3   290.6     0.0
            V      55.0    82.9   107.5   132.2   146.2   145.0   155.7
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    61.2    84.5   108.1   132.2   146.2   145.0   155.7
            M    1563.0  1405.0  1084.7   604.4   261.9   293.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               17.4             17.4
Deck+Haunch            21.7             21.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.8             43.8
DL-Comp.(DW)           19.5             19.5
Live                   79.6             79.6
        Truck          60.6             60.6
        Lane           18.9             18.9
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   128.6   114.7   266.3   484.1   626.3   709.2   724.2
            V      81.1    76.3    76.8    70.4    59.5    48.6    35.1    24.2
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    81.1    76.3    76.8    70.4    60.0    49.9    40.0    30.6
            M       0.0   130.7   116.8   266.3   464.4   587.5   633.8   606.9
Total     : M+      0.0   258.5   230.6   537.8   988.3  1296.9  1480.1  1529.0
            V     135.4   126.0   127.0   114.6    92.7    70.7    46.3    24.3
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   135.4   126.0   127.0   114.6    93.1    72.0    51.2    30.7
            M       0.0   260.6   232.7   537.8   968.6  1258.1  1404.6  1411.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Diaphragm : M       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    709.2   626.3   484.1   266.3   114.7   128.6     0.0
            V      35.1    48.6    59.5    70.4    76.8    76.3    81.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.0    49.9    60.0    70.4    76.8    76.3    81.1
            M     633.8   587.5   464.4   266.3   116.8   130.7     0.0
Total     : M+   1480.0  1296.9   988.3   537.8   230.6   258.5     0.0
            V      46.3    70.7    92.7   114.6   127.0   126.0   135.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.2    72.0    93.1   114.6   127.0   126.0   135.4
            M    1404.6  1258.1   968.6   537.8   232.7   260.6     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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
(Max)       V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Self wt.  : M       0.0    37.5    33.4    78.3   145.4   193.3   222.0   231.6
(Min)       V      15.7    14.3    14.5    12.7     9.6     6.4     3.2     0.0
DL-Prec.  : M       0.0     7.0     6.2    14.5    27.0    35.9    41.2    43.0
DC(Max)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     5.0     4.5    10.5    19.4    25.8    29.7    31.0
DC(Min)     V       2.1     1.9     1.9     1.7     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
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    65.1    58.0   135.9   252.3   335.5   385.4   402.0
Haunch (Max)V      27.2    24.9    25.1    22.1    16.6    11.1     5.5     0.0
Deck +    : M       0.0    46.8    41.8    97.9   181.7   241.5   277.5   289.4
Haunch (Min)V      19.6    17.9    18.1    15.9    11.9     8.0     4.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.1     4.2     5.3
(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     1.5     2.3     3.0     3.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.2    23.4    54.8   101.6   135.1   155.2   161.9
DC(Max)     V      10.9    10.0    10.1     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    18.9    16.8    39.4    73.2    97.3   111.8   116.6
DC(Min)     V       7.9     7.2     7.3     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    14.0    12.5    29.3    54.4    72.3    83.1    86.6
DW(Max)     V       5.9     5.4     5.4     4.8     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.1     5.4    12.7    23.6    31.3    36.0    37.5
DW(Min)     V       2.5     2.3     2.3     2.1     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   281.2   251.0   582.5  1059.1  1370.0  1551.4  1584.3
            V     177.4   166.9   168.0   154.1   130.2   106.2    76.8    52.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   177.4   166.9   168.0   154.1   131.2   109.1    87.6    66.8
            M       0.0   285.9   255.6   582.5  1015.9  1285.2  1386.4  1327.6
Total     : M+      0.0   446.0   398.0   926.8  1698.4  2220.4  2528.8  2604.7
            V     246.2   229.9   231.7   210.1   172.2   134.3    91.0    53.1
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   246.2   229.9   231.7   210.1   173.2   137.1   101.7    67.0
            M       0.0   450.7   402.5   926.8  1655.2  2135.5  2363.8  2348.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Self wt.  : M     222.0   193.3   145.4    78.3    33.4    37.5     0.0
(Min)       V       3.2     6.4     9.6    12.7    14.5    14.3    15.7
DL-Prec.  : M      41.2    35.9    27.0    14.5     6.2     7.0     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
DL-Prec.  : M      29.7    25.8    19.4    10.5     4.5     5.0     0.0
DC(Min)     V       0.4     0.9     1.3     1.7     1.9     1.9     2.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     385.4   335.5   252.3   135.9    58.0    65.1     0.0
Haunch (Max)V       5.5    11.1    16.6    22.1    25.1    24.9    27.2
Deck +    : M     277.5   241.5   181.7    97.9    41.8    46.8     0.0
Haunch (Min)V       4.0     8.0    11.9    15.9    18.1    17.9    19.6
Diaphragm : M       4.2     3.1     2.0     1.0     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.0     2.2     1.5     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     155.2   135.1   101.6    54.8    23.4    26.2     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.1    10.0    10.9
DL-Comp   : M     111.8    97.3    73.2    39.4    16.8    18.9     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.3     7.2     7.9
DL-Comp   : M      83.1    72.3    54.4    29.3    12.5    14.0     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.4     5.4     5.9
DL-Comp   : M      36.0    31.3    23.6    12.7     5.4     6.1     0.0
DW(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
LL + I    : M+   1551.4  1370.0  1059.1   582.5   251.0   281.2     0.0
            V      76.8   106.2   130.2   154.1   168.0   166.9   177.4
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    87.6   109.1   131.2   154.1   168.0   166.9   177.4
            M    1386.4  1285.2  1015.9   582.5   255.6   285.9     0.0
Total     : M+   2528.8  2220.3  1698.4   926.8   398.0   446.0     0.0
            V      91.0   134.3   172.2   210.1   231.7   229.9   246.2
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   101.7   137.1   173.2   210.1   231.7   229.9   246.2
            M    2363.7  2135.5  1655.2   926.8   402.5   450.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.7             21.7
Deck+Haunch            27.2             27.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           54.7             54.7
DL-Comp.(DW)           29.3             29.3
Live                  139.3            139.3
        Truck         106.1            106.1
        Lane           33.1             33.1
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     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     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     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     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     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   118.5   105.9   240.6   416.2   529.6   576.7   542.8
            V      85.5    55.4    58.8    19.1     6.7    48.1    35.8    31.1
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    85.5    79.9    80.5    73.1    60.8    49.0    38.0    31.1
            M       0.0   117.1   104.7   238.3   414.1   508.2   529.6   542.8
Total     : M+      0.0   248.4   221.8   512.1   920.4  1200.2  1347.6  1347.6
            V     139.7   105.1   109.0    63.3    39.9    70.3    46.9    31.2
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   139.7   129.6   130.7   117.3    93.9    71.2    49.2    31.2
            M       0.0   247.1   220.6   509.8   918.2  1178.8  1300.4  1347.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
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      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
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       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
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      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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+    576.7   529.6   416.2   240.6   105.9   118.5     0.0
            V      35.8    48.1     6.7    19.1    58.8    55.4    85.5
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    38.0    49.0    60.8    73.1    80.5    79.9    85.5
            M     529.6   508.2   414.1   238.3   104.7   117.1     0.0
Total     : M+   1347.6  1200.2   920.4   512.1   221.8   248.4     0.0
            V      46.9    70.3    39.9    63.3   109.0   105.1   139.7
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    49.2    71.2    93.9   117.3   130.7   129.6   139.7
            M    1300.4  1178.8   918.2   509.8   220.6   247.1     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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 


 
 
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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.013   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.011  -0.010  -0.024  -0.044  -0.058  -0.067  -0.070
 
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   0.001   0.001   0.002   0.004   0.006   0.009   0.011
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.132   0.118   0.277   0.514   0.683   0.784   0.818
Bottom        -0.000  -0.105  -0.094  -0.220  -0.408  -0.542  -0.623  -0.650
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.010   0.023   0.042   0.056   0.064   0.067
Precast-top   -0.000   0.006   0.005   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.023  -0.020  -0.048  -0.088  -0.118  -0.135  -0.141
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.010  -0.009  -0.021  -0.039  -0.052  -0.060  -0.063
 
LL+I(+)
Topping-top   -0.000   0.083   0.074   0.173   0.314   0.406   0.460   0.469
Precast-top   -0.000   0.044   0.039   0.090   0.165   0.213   0.241   0.246
Bottom        -0.000  -0.175  -0.157  -0.362  -0.658  -0.851  -0.964  -0.984
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.088   0.205   0.375   0.487   0.553   0.567 
Precast-top   -0.050   0.017   0.010   0.349   0.892   1.276   1.506   1.580 
Bottom         0.321   1.444   1.320   1.002   0.286  -0.207  -0.500  -0.582 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.014   0.033   0.061   0.081   0.093   0.097 
Precast-top   -0.050  -0.027  -0.029   0.259   0.727   1.063   1.265   1.334 
Bottom         0.321   1.619   1.477   1.364   0.944   0.644   0.463   0.402 
 

 
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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.013   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.011  -0.010  -0.024  -0.044  -0.058  -0.067  -0.070
 
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   0.001   0.001   0.002   0.004   0.006   0.009   0.011
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.132   0.118   0.277   0.514   0.683   0.784   0.818
Bottom        -0.000  -0.105  -0.094  -0.220  -0.408  -0.542  -0.623  -0.650
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.010   0.023   0.042   0.056   0.064   0.067
Precast-top   -0.000   0.006   0.005   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.023  -0.020  -0.048  -0.088  -0.118  -0.135  -0.141
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.010  -0.009  -0.021  -0.039  -0.052  -0.060  -0.063
 
LL+I(+)
Topping-top   -0.000   0.067   0.060   0.138   0.251   0.325   0.368   0.376
Precast-top   -0.000   0.035   0.031   0.072   0.132   0.170   0.193   0.197
Bottom        -0.000  -0.140  -0.125  -0.289  -0.526  -0.681  -0.771  -0.787
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.074   0.171   0.312   0.406   0.461   0.473 
Precast-top   -0.050   0.008   0.002   0.331   0.859   1.233   1.458   1.531 
Bottom         0.321   1.479   1.352   1.074   0.418  -0.037  -0.308  -0.385 
 

 
 
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    5.52   11.53   17.55   23.57   29.58
F_LL+I(+)
Topping-top   -0.000   0.061   0.055   0.125   0.216   0.275   0.299   0.281
Precast-top   -0.000   0.032   0.029   0.065   0.113   0.144   0.157   0.148
Bottom        -0.000  -0.129  -0.116  -0.262  -0.452  -0.576  -0.627  -0.590
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.069   0.062   0.141   0.246   0.315   0.346   0.330 
Precast-top   -0.025   0.019   0.014   0.195   0.477   0.675   0.789   0.814 
Bottom         0.160   0.681   0.623   0.420   0.020  -0.254  -0.395  -0.389 
 

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
    246.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    246.2     1.187    0.533      1.78
      0.0    0.3   49.4     31.5 0.123      27.4 0.87    24.00     0.127    0.505*
Transfer:   3.00
    229.9    9.0   49.6    1.703   0.0   2.84e-3 38.9    207.9     0.690    1.067      0.00
    450.7    1.7   48.7    189.0 0.117      47.5 1.53    24.00     0.127    1.445 
Critical:   4.55
    219.6    9.0   49.6    1.861   0.0   1.65e-3 34.8    177.6     0.507    0.686      0.00
    696.3    1.9   48.6    189.0 0.111      66.4 2.15    24.00     0.127    1.256 
0.1L    :   6.02
    210.1    9.0   49.6    2.007   0.0   1.05e-3 32.7    150.3     0.397    0.686      0.00
    926.8    2.0   48.6    189.0 0.107      83.1 2.69    24.00     0.127    1.469 
0.2L    :  12.03
    173.2    9.0   49.6    2.604   0.0   1.25e-3 33.4    116.3     0.317    0.505      0.00
   1655.2    2.6   48.3    189.0 0.089      76.1 2.48    24.00     0.127    1.358 
0.3L    :  18.05
    137.1    9.0   49.6    2.604   0.0   2.37e-3 37.3     99.3     0.313    0.505      0.00
   2135.5    2.6   48.3    189.0 0.070      53.1 1.73    24.00     0.127    1.399 
0.4L    :  24.07
    101.7    9.0   49.6    2.604   0.0   2.66e-3 38.3     63.8     0.209    0.253      0.00
   2363.8    2.6   48.3    189.0 0.052      49.2 1.60    24.00     0.127    1.119 
0.5L    :  30.08
     67.0    9.0   49.6    2.604   0.0   2.14e-3 36.5     17.8     0.127    0.253      0.00
   2348.1    2.6   48.3    189.0 0.034      56.6 1.84    24.00     0.127    1.868 
0.6L    :  36.10
    101.7    9.0   49.6    2.604   0.0   2.66e-3 38.3     63.8     0.209    0.253      0.00
   2363.7    2.6   48.3    189.0 0.052      49.2 1.60    24.00     0.127    1.119 
0.7L    :  42.12
    137.1    9.0   49.6    2.604   0.0   2.37e-3 37.3     99.3     0.313    0.505      0.00
   2135.5    2.6   48.3    189.0 0.070      53.1 1.73    24.00     0.127    1.399 
0.8L    :  48.13
    173.2    9.0   49.6    2.604   0.0   1.25e-3 33.4    116.3     0.317    0.505      0.00
   1655.2    2.6   48.3    189.0 0.089      76.2 2.48    24.00     0.127    1.358 
0.9L    :  54.15
    210.1    9.0   49.6    2.007   0.0   1.05e-3 32.7    150.3     0.397    0.686      0.00
    926.8    2.0   48.6    189.0 0.107      83.1 2.69    24.00     0.127    1.469 
Critical:  55.61
    219.6    9.0   49.6    1.861   0.0   1.65e-3 34.8    177.6     0.507    0.686      0.00
    696.2    1.9   48.6    189.0 0.111      66.4 2.15    24.00     0.127    1.256 
Transfer:  57.17
    229.9    9.0   49.6    1.703   0.0   2.84e-3 38.9    207.9     0.690    1.067      0.00
    450.7    1.7   48.7    189.0 0.117      47.5 1.53    24.00     0.127    1.445 
Bearing :  59.67
    246.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    246.2     1.187    0.533      1.78
      0.0    0.3   49.4     31.5 0.123      27.4 0.87    24.00     0.127    0.505*
 

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
    246.2      5.53     49.58    0.29       49.44    24.00      0.120      1.545      0.435      0.533 
Transfer:      2.50
    229.9      5.24     49.58    1.73       48.72    24.00      0.120      1.448      0.377      0.533 
Critical:      4.05
    219.7      5.02     49.58    1.89       48.64    24.00      0.120      1.373      0.332      0.343 
0.1L    :      5.52
    210.1      4.81     49.58    2.03       48.57    24.00      0.120      1.302      0.289      0.343 
0.2L    :     11.53
    173.2      3.99     49.58    2.63       48.27    24.00      0.120      1.029      0.126      0.253 
0.3L    :     17.55
    137.1      3.16     49.58    2.63       48.27    24.00      0.120      0.752      0.000      0.253 
0.4L    :     23.57
    101.7      2.34     49.58    2.63       48.27    24.00      0.120      0.481      0.000      0.253 
0.5L    :     29.58
     67.0      1.54     49.58    2.63       48.27    24.00      0.120      0.214      0.000      0.253 
0.6L    :     35.60
    101.7      2.34     49.58    2.63       48.27    24.00      0.120      0.481      0.000      0.253 
0.7L    :     41.62
    137.1      3.16     49.58    2.63       48.27    24.00      0.120      0.752      0.000      0.253 
0.8L    :     47.63
    173.2      3.99     49.58    2.63       48.27    24.00      0.120      1.029      0.126      0.253 
0.9L    :     53.65
    210.1      4.81     49.58    2.03       48.57    24.00      0.120      1.302      0.289      0.343 
Critical:     55.11
    219.7      5.02     49.58    1.89       48.64    24.00      0.120      1.373      0.332      0.343 
Transfer:     56.67
    229.9      5.24     49.58    1.73       48.72    24.00      0.120      1.448      0.377      0.533 
Bearing :     59.17
    246.2      5.53     49.58    0.29       49.44    24.00      0.120      1.545      0.435      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.52 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.117  2.30     -0.270
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.53 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.232  2.30     -0.534
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.55 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.322  2.30     -0.742
DL-Prec. (DC)  :                       -0.034  3.00     -0.103
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.116
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.57 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.380  2.30     -0.874
DL-Prec. (DC)  :                       -0.041  3.00     -0.122
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.137
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 29.58 ft
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.400  2.30     -0.919
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.144
DL-Comp. (DW)  :                       -0.021  3.00     -0.064
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 35.60 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.380  2.30     -0.874
DL-Prec. (DC)  :                       -0.041  3.00     -0.122
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.137
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 41.62 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.322  2.30     -0.742
DL-Prec. (DC)  :                       -0.034  3.00     -0.103
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.116
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 47.63 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.232  2.30     -0.534
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 53.65 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.117  2.30     -0.270
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
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
   446.0    44.0  1.987  266.5    2.0   1.73   1905.0  0.073T 1.00       -       -     -     -  
H/2     :   2.22
   398.0    44.0  1.801  266.8    1.8   1.57   1731.8  0.080T 1.00       -       -     -     -  
0.1L    :   5.52
   926.8    44.0  2.341  265.9    2.4   2.03   2231.6  0.061T 1.00       -       -     -     -  
0.2L    :  11.53
  1698.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00       -       -     -     -  
0.3L    :  17.55
  2220.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2223.4  2223.4    1.29    -  
0.4L    :  23.57
  2528.8    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2157.4  2157.4    1.33    -  
0.5L    :  29.58
  2604.7    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2134.9  2134.9    1.34    -  
0.6L    :  35.60
  2528.8    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2157.4  2157.4    1.33    -  
0.7L    :  41.62
  2220.3    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2223.5  2223.5    1.29    -  
0.8L    :  47.63
  1698.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2333.1  2258.8    1.23    -  
0.9L    :  53.65
   926.8    44.0  2.341  265.9    2.4   2.03   2231.6  0.061T 1.00       -       -     -     -  
H/2     :  56.95
   398.0    44.0  1.801  266.8    1.8   1.57   1731.8  0.080T 1.00       -       -     -     -  
Transfer:  56.67
   446.0    44.0  1.987  266.5    2.0   1.73   1905.0  0.073T 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    -0.048
        M   2.00 Fb     0.301
 
  2   2 E  42.50 Ft     0.505
        M  42.50 Fb     0.124
 
  3   2 E   6.00 Ft     0.401
        M   6.00 Fb     0.470
 
  4   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.816
 
  5   2 E   4.00 Ft     0.156
        M   4.00 Fb     1.190
 
  6   2 E   2.00 Ft    -0.021
        M   2.00 Fb     1.593
 
  7   2 E   2.00 Ft    -0.198
        M   2.00 Fb     1.996
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 60.17            Release Length, ft: 60.17
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   4.0 ksi
Initial losses:  4.12 %               Final losses: 11.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.996     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.198       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)                  2862.84     2604.72     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.567     Midspan    1.800   0.097     Midspan
    Pre.Top:   3.000   1.580     Midspan    2.250   1.334     Midspan
    Pre.Bot:   3.000   1.444    Transfer    2.250   1.619    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.050     Bearing
    Pre.Bot:  -0.420  -0.385     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.814     Midspan
    Pre.Bot:                                                             2.000   0.681    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  29.58 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.400  2.30     -0.919
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.144
DL-Comp. (DW)  :                       -0.021  3.00     -0.064
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       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 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   59.17
     DC  Line       0.070      0.00       0.070   59.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    29.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 60.167 ft
Release length = 60.167 ft
Design  length = 59.167 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)  : 0.684   (Calculated)    
Live Moment (1  lane  loaded)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.018   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.852   (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           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 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 = 0.9952

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     5.52    11.53    17.55    23.57    29.58
 
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   1269.5   1283.8   1282.2   1283.8   1283.8   1283.8   1283.8   1283.8
  Yb      ,  in    36.30    36.00    36.03    36.00    36.00    36.00    36.00    36.00
  MI(Ixx) , in4   387012   397385   396229   397385   397385   397385   397385   397385

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           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
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      =     11.952 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.940 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.167 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)       
-------------------------------------------------------------------------------------
       842.338         740 623.330      8.736 35379.527   463.515       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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2710     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.37       6.8130      8.0131     No
      2      US#4[M13]       60.00        0.40      16.88       8.0131      9.4199     No
      2      US#4[M13]       60.00        0.40      19.00       9.4199     22.0830     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       7.3960      8.6260    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6260     51.5410    Yes
      2      US#4[M13]       60.00        0.40      14.75      51.5410     52.7710    Yes
      2      US#4[M13]       60.00        0.40      14.00      52.7710     56.2710    Yes
      2      US#4[M13]       60.00        0.40      19.00      38.0840     50.7470     No
      2      US#4[M13]       60.00        0.40      16.88      50.7470     52.1539     No
      2      US#4[M13]       60.00        0.40      14.37      52.1539     53.3540     No
      2      US#4[M13]       60.00        0.40      14.00      53.3540     55.6880     No
      2      US#4[M13]       60.00        0.40      11.50      55.6880     56.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.6470     59.6470     No
      2      US#6[M19]       60.00        0.88       4.50      58.8960     59.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.2710     60.0213    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 55.1670 60.1670       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     **     8.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.01 ksi    0.00 ksi
    due to Live Loads                                      -3.89 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                  8.07 ksi  ( 4.12 %)            15.40 ksi ( 7.86 %)
Total Prestress Losses                                    23.47 ksi (11.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.6 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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   160.7   143.4   332.8   605.2   782.9   886.5   905.3
            V     101.4    95.3    96.0    88.1    74.4    60.7    43.9    30.2
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   101.4    95.3    96.0    88.1    75.0    62.3    50.1    38.2
            M       0.0   163.4   146.0   332.8   580.5   734.4   792.2   758.6
Total     : M+      0.0   290.6   259.3   604.4  1109.4  1453.5  1657.4  1710.1
            V     155.7   145.0   146.2   132.2   107.5    82.9    55.0    30.4
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   155.7   145.0   146.2   132.2   108.1    84.5    61.2    38.3
            M       0.0   293.3   261.9   604.4  1084.7  1405.0  1563.0  1563.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Diaphragm : M       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    886.5   782.9   605.2   332.8   143.4   160.7     0.0
            V      43.9    60.7    74.4    88.1    96.0    95.3   101.4
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    50.1    62.3    75.0    88.1    96.0    95.3   101.4
            M     792.2   734.4   580.5   332.8   146.0   163.4     0.0
Total     : M+   1657.3  1453.5  1109.4   604.4   259.3   290.6     0.0
            V      55.0    82.9   107.5   132.2   146.2   145.0   155.7
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    61.2    84.5   108.1   132.2   146.2   145.0   155.7
            M    1563.0  1405.0  1084.7   604.4   261.9   293.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               17.4             17.4
Deck+Haunch            21.7             21.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.8             43.8
DL-Comp.(DW)           19.5             19.5
Live                   79.6             79.6
        Truck          60.6             60.6
        Lane           18.9             18.9
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   128.6   114.7   266.3   484.1   626.3   709.2   724.2
            V      81.1    76.3    76.8    70.4    59.5    48.6    35.1    24.2
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    81.1    76.3    76.8    70.4    60.0    49.9    40.0    30.6
            M       0.0   130.7   116.8   266.3   464.4   587.5   633.8   606.9
Total     : M+      0.0   258.5   230.6   537.8   988.3  1296.9  1480.1  1529.0
            V     135.4   126.0   127.0   114.6    92.7    70.7    46.3    24.3
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   135.4   126.0   127.0   114.6    93.1    72.0    51.2    30.7
            M       0.0   260.6   232.7   537.8   968.6  1258.1  1404.6  1411.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Diaphragm : M       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    709.2   626.3   484.1   266.3   114.7   128.6     0.0
            V      35.1    48.6    59.5    70.4    76.8    76.3    81.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.0    49.9    60.0    70.4    76.8    76.3    81.1
            M     633.8   587.5   464.4   266.3   116.8   130.7     0.0
Total     : M+   1480.0  1296.9   988.3   537.8   230.6   258.5     0.0
            V      46.3    70.7    92.7   114.6   127.0   126.0   135.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.2    72.0    93.1   114.6   127.0   126.0   135.4
            M    1404.6  1258.1   968.6   537.8   232.7   260.6     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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
(Max)       V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Self wt.  : M       0.0    37.5    33.4    78.3   145.4   193.3   222.0   231.6
(Min)       V      15.7    14.3    14.5    12.7     9.6     6.4     3.2     0.0
DL-Prec.  : M       0.0     7.0     6.2    14.5    27.0    35.9    41.2    43.0
DC(Max)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     5.0     4.5    10.5    19.4    25.8    29.7    31.0
DC(Min)     V       2.1     1.9     1.9     1.7     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
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    65.1    58.0   135.9   252.3   335.5   385.4   402.0
Haunch (Max)V      27.2    24.9    25.1    22.1    16.6    11.1     5.5     0.0
Deck +    : M       0.0    46.8    41.8    97.9   181.7   241.5   277.5   289.4
Haunch (Min)V      19.6    17.9    18.1    15.9    11.9     8.0     4.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.1     4.2     5.3
(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     1.5     2.3     3.0     3.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.2    23.4    54.8   101.6   135.1   155.2   161.9
DC(Max)     V      10.9    10.0    10.1     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    18.9    16.8    39.4    73.2    97.3   111.8   116.6
DC(Min)     V       7.9     7.2     7.3     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    14.0    12.5    29.3    54.4    72.3    83.1    86.6
DW(Max)     V       5.9     5.4     5.4     4.8     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.1     5.4    12.7    23.6    31.3    36.0    37.5
DW(Min)     V       2.5     2.3     2.3     2.1     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   281.2   251.0   582.5  1059.1  1370.0  1551.4  1584.3
            V     177.4   166.9   168.0   154.1   130.2   106.2    76.8    52.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   177.4   166.9   168.0   154.1   131.2   109.1    87.6    66.8
            M       0.0   285.9   255.6   582.5  1015.9  1285.2  1386.4  1327.6
Total     : M+      0.0   446.0   398.0   926.8  1698.4  2220.4  2528.8  2604.7
            V     246.2   229.9   231.7   210.1   172.2   134.3    91.0    53.1
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   246.2   229.9   231.7   210.1   173.2   137.1   101.7    67.0
            M       0.0   450.7   402.5   926.8  1655.2  2135.5  2363.8  2348.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Self wt.  : M     222.0   193.3   145.4    78.3    33.4    37.5     0.0
(Min)       V       3.2     6.4     9.6    12.7    14.5    14.3    15.7
DL-Prec.  : M      41.2    35.9    27.0    14.5     6.2     7.0     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
DL-Prec.  : M      29.7    25.8    19.4    10.5     4.5     5.0     0.0
DC(Min)     V       0.4     0.9     1.3     1.7     1.9     1.9     2.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     385.4   335.5   252.3   135.9    58.0    65.1     0.0
Haunch (Max)V       5.5    11.1    16.6    22.1    25.1    24.9    27.2
Deck +    : M     277.5   241.5   181.7    97.9    41.8    46.8     0.0
Haunch (Min)V       4.0     8.0    11.9    15.9    18.1    17.9    19.6
Diaphragm : M       4.2     3.1     2.0     1.0     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.0     2.2     1.5     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     155.2   135.1   101.6    54.8    23.4    26.2     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.1    10.0    10.9
DL-Comp   : M     111.8    97.3    73.2    39.4    16.8    18.9     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.3     7.2     7.9
DL-Comp   : M      83.1    72.3    54.4    29.3    12.5    14.0     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.4     5.4     5.9
DL-Comp   : M      36.0    31.3    23.6    12.7     5.4     6.1     0.0
DW(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
LL + I    : M+   1551.4  1370.0  1059.1   582.5   251.0   281.2     0.0
            V      76.8   106.2   130.2   154.1   168.0   166.9   177.4
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    87.6   109.1   131.2   154.1   168.0   166.9   177.4
            M    1386.4  1285.2  1015.9   582.5   255.6   285.9     0.0
Total     : M+   2528.8  2220.3  1698.4   926.8   398.0   446.0     0.0
            V      91.0   134.3   172.2   210.1   231.7   229.9   246.2
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   101.7   137.1   173.2   210.1   231.7   229.9   246.2
            M    2363.7  2135.5  1655.2   926.8   402.5   450.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.7             21.7
Deck+Haunch            27.2             27.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           54.7             54.7
DL-Comp.(DW)           29.3             29.3
Live                  139.3            139.3
        Truck         106.1            106.1
        Lane           33.1             33.1
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     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     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     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     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     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   118.5   105.9   240.6   416.2   529.6   576.7   542.8
            V      85.5    55.4    58.8    19.1     6.7    48.1    35.8    31.1
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    85.5    79.9    80.5    73.1    60.8    49.0    38.0    31.1
            M       0.0   117.1   104.7   238.3   414.1   508.2   529.6   542.8
Total     : M+      0.0   248.4   221.8   512.1   920.4  1200.2  1347.6  1347.6
            V     139.7   105.1   109.0    63.3    39.9    70.3    46.9    31.2
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   139.7   129.6   130.7   117.3    93.9    71.2    49.2    31.2
            M       0.0   247.1   220.6   509.8   918.2  1178.8  1300.4  1347.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
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      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
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       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
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      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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+    576.7   529.6   416.2   240.6   105.9   118.5     0.0
            V      35.8    48.1     6.7    19.1    58.8    55.4    85.5
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    38.0    49.0    60.8    73.1    80.5    79.9    85.5
            M     529.6   508.2   414.1   238.3   104.7   117.1     0.0
Total     : M+   1347.6  1200.2   920.4   512.1   221.8   248.4     0.0
            V      46.9    70.3    39.9    63.3   109.0   105.1   139.7
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    49.2    71.2    93.9   117.3   130.7   129.6   139.7
            M    1300.4  1178.8   918.2   509.8   220.6   247.1     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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 


 
 
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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.013   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.011  -0.010  -0.024  -0.044  -0.058  -0.067  -0.070
 
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   0.001   0.001   0.002   0.004   0.006   0.009   0.011
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.132   0.118   0.277   0.514   0.683   0.784   0.818
Bottom        -0.000  -0.105  -0.094  -0.220  -0.408  -0.542  -0.623  -0.650
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.010   0.023   0.042   0.056   0.064   0.067
Precast-top   -0.000   0.006   0.005   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.023  -0.020  -0.048  -0.088  -0.118  -0.135  -0.141
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.010  -0.009  -0.021  -0.039  -0.052  -0.060  -0.063
 
LL+I(+)
Topping-top   -0.000   0.083   0.074   0.173   0.314   0.406   0.460   0.469
Precast-top   -0.000   0.044   0.039   0.090   0.165   0.213   0.241   0.246
Bottom        -0.000  -0.175  -0.157  -0.362  -0.658  -0.851  -0.964  -0.984
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.088   0.205   0.375   0.487   0.553   0.567 
Precast-top   -0.050   0.017   0.010   0.349   0.892   1.276   1.506   1.580 
Bottom         0.321   1.444   1.320   1.002   0.286  -0.207  -0.500  -0.582 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.014   0.033   0.061   0.081   0.093   0.097 
Precast-top   -0.050  -0.027  -0.029   0.259   0.727   1.063   1.265   1.334 
Bottom         0.321   1.619   1.477   1.364   0.944   0.644   0.463   0.402 
 

 
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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.013   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.011  -0.010  -0.024  -0.044  -0.058  -0.067  -0.070
 
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   0.001   0.001   0.002   0.004   0.006   0.009   0.011
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.132   0.118   0.277   0.514   0.683   0.784   0.818
Bottom        -0.000  -0.105  -0.094  -0.220  -0.408  -0.542  -0.623  -0.650
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.010   0.023   0.042   0.056   0.064   0.067
Precast-top   -0.000   0.006   0.005   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.023  -0.020  -0.048  -0.088  -0.118  -0.135  -0.141
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.010  -0.009  -0.021  -0.039  -0.052  -0.060  -0.063
 
LL+I(+)
Topping-top   -0.000   0.067   0.060   0.138   0.251   0.325   0.368   0.376
Precast-top   -0.000   0.035   0.031   0.072   0.132   0.170   0.193   0.197
Bottom        -0.000  -0.140  -0.125  -0.289  -0.526  -0.681  -0.771  -0.787
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.074   0.171   0.312   0.406   0.461   0.473 
Precast-top   -0.050   0.008   0.002   0.331   0.859   1.233   1.458   1.531 
Bottom         0.321   1.479   1.352   1.074   0.418  -0.037  -0.308  -0.385 
 

 
 
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    5.52   11.53   17.55   23.57   29.58
F_LL+I(+)
Topping-top   -0.000   0.061   0.055   0.125   0.216   0.275   0.299   0.281
Precast-top   -0.000   0.032   0.029   0.065   0.113   0.144   0.157   0.148
Bottom        -0.000  -0.129  -0.116  -0.262  -0.452  -0.576  -0.627  -0.590
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.069   0.062   0.141   0.246   0.315   0.346   0.330 
Precast-top   -0.025   0.019   0.014   0.195   0.477   0.675   0.789   0.814 
Bottom         0.160   0.681   0.623   0.420   0.020  -0.254  -0.395  -0.389 
 

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
    246.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    246.2     1.187    0.533      1.78
      0.0    0.3   49.4     31.5 0.123      27.4 0.87    24.00     0.127    0.505*
Transfer:   3.00
    229.9    9.0   49.6    1.703   0.0   2.84e-3 38.9    207.9     0.690    1.067      0.00
    450.7    1.7   48.7    189.0 0.117      47.5 1.53    24.00     0.127    1.445 
Critical:   4.55
    219.6    9.0   49.6    1.861   0.0   1.65e-3 34.8    177.6     0.507    0.686      0.00
    696.3    1.9   48.6    189.0 0.111      66.4 2.15    24.00     0.127    1.256 
0.1L    :   6.02
    210.1    9.0   49.6    2.007   0.0   1.05e-3 32.7    150.3     0.397    0.686      0.00
    926.8    2.0   48.6    189.0 0.107      83.1 2.69    24.00     0.127    1.469 
0.2L    :  12.03
    173.2    9.0   49.6    2.604   0.0   1.25e-3 33.4    116.3     0.317    0.505      0.00
   1655.2    2.6   48.3    189.0 0.089      76.1 2.48    24.00     0.127    1.358 
0.3L    :  18.05
    137.1    9.0   49.6    2.604   0.0   2.37e-3 37.3     99.3     0.313    0.505      0.00
   2135.5    2.6   48.3    189.0 0.070      53.1 1.73    24.00     0.127    1.399 
0.4L    :  24.07
    101.7    9.0   49.6    2.604   0.0   2.66e-3 38.3     63.8     0.209    0.253      0.00
   2363.8    2.6   48.3    189.0 0.052      49.2 1.60    24.00     0.127    1.119 
0.5L    :  30.08
     67.0    9.0   49.6    2.604   0.0   2.14e-3 36.5     17.8     0.127    0.253      0.00
   2348.1    2.6   48.3    189.0 0.034      56.6 1.84    24.00     0.127    1.868 
0.6L    :  36.10
    101.7    9.0   49.6    2.604   0.0   2.66e-3 38.3     63.8     0.209    0.253      0.00
   2363.7    2.6   48.3    189.0 0.052      49.2 1.60    24.00     0.127    1.119 
0.7L    :  42.12
    137.1    9.0   49.6    2.604   0.0   2.37e-3 37.3     99.3     0.313    0.505      0.00
   2135.5    2.6   48.3    189.0 0.070      53.1 1.73    24.00     0.127    1.399 
0.8L    :  48.13
    173.2    9.0   49.6    2.604   0.0   1.25e-3 33.4    116.3     0.317    0.505      0.00
   1655.2    2.6   48.3    189.0 0.089      76.2 2.48    24.00     0.127    1.358 
0.9L    :  54.15
    210.1    9.0   49.6    2.007   0.0   1.05e-3 32.7    150.3     0.397    0.686      0.00
    926.8    2.0   48.6    189.0 0.107      83.1 2.69    24.00     0.127    1.469 
Critical:  55.61
    219.6    9.0   49.6    1.861   0.0   1.65e-3 34.8    177.6     0.507    0.686      0.00
    696.2    1.9   48.6    189.0 0.111      66.4 2.15    24.00     0.127    1.256 
Transfer:  57.17
    229.9    9.0   49.6    1.703   0.0   2.84e-3 38.9    207.9     0.690    1.067      0.00
    450.7    1.7   48.7    189.0 0.117      47.5 1.53    24.00     0.127    1.445 
Bearing :  59.67
    246.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    246.2     1.187    0.533      1.78
      0.0    0.3   49.4     31.5 0.123      27.4 0.87    24.00     0.127    0.505*
 

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
    246.2      5.53     49.58    0.29       49.44    24.00      0.120      1.545      0.435      0.533 
Transfer:      2.50
    229.9      5.24     49.58    1.73       48.72    24.00      0.120      1.448      0.377      0.533 
Critical:      4.05
    219.7      5.02     49.58    1.89       48.64    24.00      0.120      1.373      0.332      0.343 
0.1L    :      5.52
    210.1      4.81     49.58    2.03       48.57    24.00      0.120      1.302      0.289      0.343 
0.2L    :     11.53
    173.2      3.99     49.58    2.63       48.27    24.00      0.120      1.029      0.126      0.253 
0.3L    :     17.55
    137.1      3.16     49.58    2.63       48.27    24.00      0.120      0.752      0.000      0.253 
0.4L    :     23.57
    101.7      2.34     49.58    2.63       48.27    24.00      0.120      0.481      0.000      0.253 
0.5L    :     29.58
     67.0      1.54     49.58    2.63       48.27    24.00      0.120      0.214      0.000      0.253 
0.6L    :     35.60
    101.7      2.34     49.58    2.63       48.27    24.00      0.120      0.481      0.000      0.253 
0.7L    :     41.62
    137.1      3.16     49.58    2.63       48.27    24.00      0.120      0.752      0.000      0.253 
0.8L    :     47.63
    173.2      3.99     49.58    2.63       48.27    24.00      0.120      1.029      0.126      0.253 
0.9L    :     53.65
    210.1      4.81     49.58    2.03       48.57    24.00      0.120      1.302      0.289      0.343 
Critical:     55.11
    219.7      5.02     49.58    1.89       48.64    24.00      0.120      1.373      0.332      0.343 
Transfer:     56.67
    229.9      5.24     49.58    1.73       48.72    24.00      0.120      1.448      0.377      0.533 
Bearing :     59.17
    246.2      5.53     49.58    0.29       49.44    24.00      0.120      1.545      0.435      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.52 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.117  2.30     -0.270
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.53 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.232  2.30     -0.534
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.55 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.322  2.30     -0.742
DL-Prec. (DC)  :                       -0.034  3.00     -0.103
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.116
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.57 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.380  2.30     -0.874
DL-Prec. (DC)  :                       -0.041  3.00     -0.122
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.137
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 29.58 ft
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.400  2.30     -0.919
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.144
DL-Comp. (DW)  :                       -0.021  3.00     -0.064
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 35.60 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.380  2.30     -0.874
DL-Prec. (DC)  :                       -0.041  3.00     -0.122
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.137
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 41.62 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.322  2.30     -0.742
DL-Prec. (DC)  :                       -0.034  3.00     -0.103
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.116
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 47.63 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.232  2.30     -0.534
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 53.65 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.117  2.30     -0.270
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
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
   446.0    44.0  1.987  266.5    2.0   1.73   1905.0  0.073T 1.00       -       -     -     -  
H/2     :   2.22
   398.0    44.0  1.801  266.8    1.8   1.57   1731.8  0.080T 1.00       -       -     -     -  
0.1L    :   5.52
   926.8    44.0  2.341  265.9    2.4   2.03   2231.6  0.061T 1.00       -       -     -     -  
0.2L    :  11.53
  1698.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00       -       -     -     -  
0.3L    :  17.55
  2220.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2223.4  2223.4    1.29    -  
0.4L    :  23.57
  2528.8    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2157.4  2157.4    1.33    -  
0.5L    :  29.58
  2604.7    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2134.9  2134.9    1.34    -  
0.6L    :  35.60
  2528.8    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2157.4  2157.4    1.33    -  
0.7L    :  41.62
  2220.3    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2223.5  2223.5    1.29    -  
0.8L    :  47.63
  1698.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2333.1  2258.8    1.23    -  
0.9L    :  53.65
   926.8    44.0  2.341  265.9    2.4   2.03   2231.6  0.061T 1.00       -       -     -     -  
H/2     :  56.95
   398.0    44.0  1.801  266.8    1.8   1.57   1731.8  0.080T 1.00       -       -     -     -  
Transfer:  56.67
   446.0    44.0  1.987  266.5    2.0   1.73   1905.0  0.073T 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    -0.048
        M   2.00 Fb     0.301
 
  2   2 E  42.50 Ft     0.505
        M  42.50 Fb     0.124
 
  3   2 E   6.00 Ft     0.401
        M   6.00 Fb     0.470
 
  4   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.816
 
  5   2 E   4.00 Ft     0.156
        M   4.00 Fb     1.190
 
  6   2 E   2.00 Ft    -0.021
        M   2.00 Fb     1.593
 
  7   2 E   2.00 Ft    -0.198
        M   2.00 Fb     1.996
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 60.17            Release Length, ft: 60.17
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   4.0 ksi
Initial losses:  4.12 %               Final losses: 11.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.996     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.198       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)                  2862.84     2604.72     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.567     Midspan    1.800   0.097     Midspan
    Pre.Top:   3.000   1.580     Midspan    2.250   1.334     Midspan
    Pre.Bot:   3.000   1.444    Transfer    2.250   1.619    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.050     Bearing
    Pre.Bot:  -0.420  -0.385     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.814     Midspan
    Pre.Bot:                                                             2.000   0.681    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  29.58 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.400  2.30     -0.919
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.144
DL-Comp. (DW)  :                       -0.021  3.00     -0.064
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       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 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   59.17
     DC  Line       0.070      0.00       0.070   59.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    29.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 60.167 ft
Release length = 60.167 ft
Design  length = 59.167 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)  : 0.684   (Calculated)    
Live Moment (1  lane  loaded)  : 0.504   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.018   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.852   (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           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 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 = 0.9952

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     5.52    11.53    17.55    23.57    29.58
 
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   1269.5   1283.8   1282.2   1283.8   1283.8   1283.8   1283.8   1283.8
  Yb      ,  in    36.30    36.00    36.03    36.00    36.00    36.00    36.00    36.00
  MI(Ixx) , in4   387012   397385   396229   397385   397385   397385   397385   397385

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           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
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      =     11.952 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.940 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.167 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)       
-------------------------------------------------------------------------------------
       842.338         740 623.330      8.736 35379.527   463.515       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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2710     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.37       6.8130      8.0131     No
      2      US#4[M13]       60.00        0.40      16.88       8.0131      9.4199     No
      2      US#4[M13]       60.00        0.40      19.00       9.4199     22.0830     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       7.3960      8.6260    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6260     51.5410    Yes
      2      US#4[M13]       60.00        0.40      14.75      51.5410     52.7710    Yes
      2      US#4[M13]       60.00        0.40      14.00      52.7710     56.2710    Yes
      2      US#4[M13]       60.00        0.40      19.00      38.0840     50.7470     No
      2      US#4[M13]       60.00        0.40      16.88      50.7470     52.1539     No
      2      US#4[M13]       60.00        0.40      14.37      52.1539     53.3540     No
      2      US#4[M13]       60.00        0.40      14.00      53.3540     55.6880     No
      2      US#4[M13]       60.00        0.40      11.50      55.6880     56.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.6470     59.6470     No
      2      US#6[M19]       60.00        0.88       4.50      58.8960     59.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.2710     60.0213    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 55.1670 60.1670       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     **     8.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.60 ksi    0.00 ksi
    due to Composite Loads                                 -1.01 ksi    0.00 ksi
    due to Live Loads                                      -3.89 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                  8.07 ksi  ( 4.12 %)            15.40 ksi ( 7.86 %)
Total Prestress Losses                                    23.47 ksi (11.97 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.6 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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   160.7   143.4   332.8   605.2   782.9   886.5   905.3
            V     101.4    95.3    96.0    88.1    74.4    60.7    43.9    30.2
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   101.4    95.3    96.0    88.1    75.0    62.3    50.1    38.2
            M       0.0   163.4   146.0   332.8   580.5   734.4   792.2   758.6
Total     : M+      0.0   290.6   259.3   604.4  1109.4  1453.5  1657.4  1710.1
            V     155.7   145.0   146.2   132.2   107.5    82.9    55.0    30.4
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   155.7   145.0   146.2   132.2   108.1    84.5    61.2    38.3
            M       0.0   293.3   261.9   604.4  1084.7  1405.0  1563.0  1563.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Diaphragm : M       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    886.5   782.9   605.2   332.8   143.4   160.7     0.0
            V      43.9    60.7    74.4    88.1    96.0    95.3   101.4
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    50.1    62.3    75.0    88.1    96.0    95.3   101.4
            M     792.2   734.4   580.5   332.8   146.0   163.4     0.0
Total     : M+   1657.3  1453.5  1109.4   604.4   259.3   290.6     0.0
            V      55.0    82.9   107.5   132.2   146.2   145.0   155.7
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    61.2    84.5   108.1   132.2   146.2   145.0   155.7
            M    1563.0  1405.0  1084.7   604.4   261.9   293.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               17.4             17.4
Deck+Haunch            21.7             21.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.3              2.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.8             43.8
DL-Comp.(DW)           19.5             19.5
Live                   79.6             79.6
        Truck          60.6             60.6
        Lane           18.9             18.9
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   128.6   114.7   266.3   484.1   626.3   709.2   724.2
            V      81.1    76.3    76.8    70.4    59.5    48.6    35.1    24.2
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    81.1    76.3    76.8    70.4    60.0    49.9    40.0    30.6
            M       0.0   130.7   116.8   266.3   464.4   587.5   633.8   606.9
Total     : M+      0.0   258.5   230.6   537.8   988.3  1296.9  1480.1  1529.0
            V     135.4   126.0   127.0   114.6    92.7    70.7    46.3    24.3
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   135.4   126.0   127.0   114.6    93.1    72.0    51.2    30.7
            M       0.0   260.6   232.7   537.8   968.6  1258.1  1404.6  1411.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Diaphragm : M       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    709.2   626.3   484.1   266.3   114.7   128.6     0.0
            V      35.1    48.6    59.5    70.4    76.8    76.3    81.1
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.0    49.9    60.0    70.4    76.8    76.3    81.1
            M     633.8   587.5   464.4   266.3   116.8   130.7     0.0
Total     : M+   1480.0  1296.9   988.3   537.8   230.6   258.5     0.0
            V      46.3    70.7    92.7   114.6   127.0   126.0   135.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.2    72.0    93.1   114.6   127.0   126.0   135.4
            M    1404.6  1258.1   968.6   537.8   232.7   260.6     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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
(Max)       V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Self wt.  : M       0.0    37.5    33.4    78.3   145.4   193.3   222.0   231.6
(Min)       V      15.7    14.3    14.5    12.7     9.6     6.4     3.2     0.0
DL-Prec.  : M       0.0     7.0     6.2    14.5    27.0    35.9    41.2    43.0
DC(Max)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     5.0     4.5    10.5    19.4    25.8    29.7    31.0
DC(Min)     V       2.1     1.9     1.9     1.7     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
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    65.1    58.0   135.9   252.3   335.5   385.4   402.0
Haunch (Max)V      27.2    24.9    25.1    22.1    16.6    11.1     5.5     0.0
Deck +    : M       0.0    46.8    41.8    97.9   181.7   241.5   277.5   289.4
Haunch (Min)V      19.6    17.9    18.1    15.9    11.9     8.0     4.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.0     2.1     3.1     4.2     5.3
(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     1.5     2.3     3.0     3.8
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.2    23.4    54.8   101.6   135.1   155.2   161.9
DC(Max)     V      10.9    10.0    10.1     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    18.9    16.8    39.4    73.2    97.3   111.8   116.6
DC(Min)     V       7.9     7.2     7.3     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    14.0    12.5    29.3    54.4    72.3    83.1    86.6
DW(Max)     V       5.9     5.4     5.4     4.8     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.1     5.4    12.7    23.6    31.3    36.0    37.5
DW(Min)     V       2.5     2.3     2.3     2.1     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   281.2   251.0   582.5  1059.1  1370.0  1551.4  1584.3
            V     177.4   166.9   168.0   154.1   130.2   106.2    76.8    52.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   177.4   166.9   168.0   154.1   131.2   109.1    87.6    66.8
            M       0.0   285.9   255.6   582.5  1015.9  1285.2  1386.4  1327.6
Total     : M+      0.0   446.0   398.0   926.8  1698.4  2220.4  2528.8  2604.7
            V     246.2   229.9   231.7   210.1   172.2   134.3    91.0    53.1
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   246.2   229.9   231.7   210.1   173.2   137.1   101.7    67.0
            M       0.0   450.7   402.5   926.8  1655.2  2135.5  2363.8  2348.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Self wt.  : M     222.0   193.3   145.4    78.3    33.4    37.5     0.0
(Min)       V       3.2     6.4     9.6    12.7    14.5    14.3    15.7
DL-Prec.  : M      41.2    35.9    27.0    14.5     6.2     7.0     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
DL-Prec.  : M      29.7    25.8    19.4    10.5     4.5     5.0     0.0
DC(Min)     V       0.4     0.9     1.3     1.7     1.9     1.9     2.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     385.4   335.5   252.3   135.9    58.0    65.1     0.0
Haunch (Max)V       5.5    11.1    16.6    22.1    25.1    24.9    27.2
Deck +    : M     277.5   241.5   181.7    97.9    41.8    46.8     0.0
Haunch (Min)V       4.0     8.0    11.9    15.9    18.1    17.9    19.6
Diaphragm : M       4.2     3.1     2.0     1.0     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.0     2.2     1.5     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     155.2   135.1   101.6    54.8    23.4    26.2     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.1    10.0    10.9
DL-Comp   : M     111.8    97.3    73.2    39.4    16.8    18.9     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.3     7.2     7.9
DL-Comp   : M      83.1    72.3    54.4    29.3    12.5    14.0     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.4     5.4     5.9
DL-Comp   : M      36.0    31.3    23.6    12.7     5.4     6.1     0.0
DW(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
LL + I    : M+   1551.4  1370.0  1059.1   582.5   251.0   281.2     0.0
            V      76.8   106.2   130.2   154.1   168.0   166.9   177.4
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    87.6   109.1   131.2   154.1   168.0   166.9   177.4
            M    1386.4  1285.2  1015.9   582.5   255.6   285.9     0.0
Total     : M+   2528.8  2220.3  1698.4   926.8   398.0   446.0     0.0
            V      91.0   134.3   172.2   210.1   231.7   229.9   246.2
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   101.7   137.1   173.2   210.1   231.7   229.9   246.2
            M    2363.7  2135.5  1655.2   926.8   402.5   450.7     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.7             21.7
Deck+Haunch            27.2             27.2
Diaphragm               0.2              0.2
DL-Prec.(DC)            2.9              2.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           54.7             54.7
DL-Comp.(DW)           29.3             29.3
Live                  139.3            139.3
        Truck         106.1            106.1
        Lane           33.1             33.1
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     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     5.6     5.0    11.6    21.6    28.7    33.0    34.4
DC(Max)     V       2.3     2.1     2.2     1.9     1.4     0.9     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
Haunch (Max)V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.8     1.6     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     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     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     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   118.5   105.9   240.6   416.2   529.6   576.7   542.8
            V      85.5    55.4    58.8    19.1     6.7    48.1    35.8    31.1
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    85.5    79.9    80.5    73.1    60.8    49.0    38.0    31.1
            M       0.0   117.1   104.7   238.3   414.1   508.2   529.6   542.8
Total     : M+      0.0   248.4   221.8   512.1   920.4  1200.2  1347.6  1347.6
            V     139.7   105.1   109.0    63.3    39.9    70.3    46.9    31.2
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   139.7   129.6   130.7   117.3    93.9    71.2    49.2    31.2
            M       0.0   247.1   220.6   509.8   918.2  1178.8  1300.4  1347.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
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      33.0    28.7    21.6    11.6     5.0     5.6     0.0
DC(Max)     V       0.5     0.9     1.4     1.9     2.2     2.1     2.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
Haunch (Max)V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
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       3.3     2.5     1.6     0.8     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
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      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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+    576.7   529.6   416.2   240.6   105.9   118.5     0.0
            V      35.8    48.1     6.7    19.1    58.8    55.4    85.5
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    38.0    49.0    60.8    73.1    80.5    79.9    85.5
            M     529.6   508.2   414.1   238.3   104.7   117.1     0.0
Total     : M+   1347.6  1200.2   920.4   512.1   221.8   248.4     0.0
            V      46.9    70.3    39.9    63.3   109.0   105.1   139.7
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    49.2    71.2    93.9   117.3   130.7   129.6   139.7
            M    1300.4  1178.8   918.2   509.8   220.6   247.1     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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 


 
 
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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.013   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.011  -0.010  -0.024  -0.044  -0.058  -0.067  -0.070
 
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   0.001   0.001   0.002   0.004   0.006   0.009   0.011
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.132   0.118   0.277   0.514   0.683   0.784   0.818
Bottom        -0.000  -0.105  -0.094  -0.220  -0.408  -0.542  -0.623  -0.650
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.010   0.023   0.042   0.056   0.064   0.067
Precast-top   -0.000   0.006   0.005   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.023  -0.020  -0.048  -0.088  -0.118  -0.135  -0.141
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.010  -0.009  -0.021  -0.039  -0.052  -0.060  -0.063
 
LL+I(+)
Topping-top   -0.000   0.083   0.074   0.173   0.314   0.406   0.460   0.469
Precast-top   -0.000   0.044   0.039   0.090   0.165   0.213   0.241   0.246
Bottom        -0.000  -0.175  -0.157  -0.362  -0.658  -0.851  -0.964  -0.984
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.088   0.205   0.375   0.487   0.553   0.567 
Precast-top   -0.050   0.017   0.010   0.349   0.892   1.276   1.506   1.580 
Bottom         0.321   1.444   1.320   1.002   0.286  -0.207  -0.500  -0.582 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.014   0.033   0.061   0.081   0.093   0.097 
Precast-top   -0.050  -0.027  -0.029   0.259   0.727   1.063   1.265   1.334 
Bottom         0.321   1.619   1.477   1.364   0.944   0.644   0.463   0.402 
 

 
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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.013   0.030   0.055   0.073   0.084   0.088
Bottom        -0.000  -0.011  -0.010  -0.024  -0.044  -0.058  -0.067  -0.070
 
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   0.001   0.001   0.002   0.004   0.006   0.009   0.011
Bottom        -0.000  -0.001  -0.001  -0.002  -0.003  -0.005  -0.007  -0.008
 
Deck + Haunch
Precast-top   -0.000   0.132   0.118   0.277   0.514   0.683   0.784   0.818
Bottom        -0.000  -0.105  -0.094  -0.220  -0.408  -0.542  -0.623  -0.650
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.010   0.023   0.042   0.056   0.064   0.067
Precast-top   -0.000   0.006   0.005   0.012   0.022   0.029   0.034   0.035
Bottom        -0.000  -0.023  -0.020  -0.048  -0.088  -0.118  -0.135  -0.141
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.004   0.010   0.019   0.025   0.029   0.030
Precast-top   -0.000   0.003   0.002   0.005   0.010   0.013   0.015   0.016
Bottom        -0.000  -0.010  -0.009  -0.021  -0.039  -0.052  -0.060  -0.063
 
LL+I(+)
Topping-top   -0.000   0.067   0.060   0.138   0.251   0.325   0.368   0.376
Precast-top   -0.000   0.035   0.031   0.072   0.132   0.170   0.193   0.197
Bottom        -0.000  -0.140  -0.125  -0.289  -0.526  -0.681  -0.771  -0.787
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.082   0.074   0.171   0.312   0.406   0.461   0.473 
Precast-top   -0.050   0.008   0.002   0.331   0.859   1.233   1.458   1.531 
Bottom         0.321   1.479   1.352   1.074   0.418  -0.037  -0.308  -0.385 
 

 
 
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    5.52   11.53   17.55   23.57   29.58
F_LL+I(+)
Topping-top   -0.000   0.061   0.055   0.125   0.216   0.275   0.299   0.281
Precast-top   -0.000   0.032   0.029   0.065   0.113   0.144   0.157   0.148
Bottom        -0.000  -0.129  -0.116  -0.262  -0.452  -0.576  -0.627  -0.590
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.069   0.062   0.141   0.246   0.315   0.346   0.330 
Precast-top   -0.025   0.019   0.014   0.195   0.477   0.675   0.789   0.814 
Bottom         0.160   0.681   0.623   0.420   0.020  -0.254  -0.395  -0.389 
 

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
    246.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    246.2     1.187    0.533      1.78
      0.0    0.3   49.4     31.5 0.123      27.4 0.87    24.00     0.127    0.505*
Transfer:   3.00
    229.9    9.0   49.6    1.703   0.0   2.84e-3 38.9    207.9     0.690    1.067      0.00
    450.7    1.7   48.7    189.0 0.117      47.5 1.53    24.00     0.127    1.445 
Critical:   4.55
    219.6    9.0   49.6    1.861   0.0   1.65e-3 34.8    177.6     0.507    0.686      0.00
    696.3    1.9   48.6    189.0 0.111      66.4 2.15    24.00     0.127    1.256 
0.1L    :   6.02
    210.1    9.0   49.6    2.007   0.0   1.05e-3 32.7    150.3     0.397    0.686      0.00
    926.8    2.0   48.6    189.0 0.107      83.1 2.69    24.00     0.127    1.469 
0.2L    :  12.03
    173.2    9.0   49.6    2.604   0.0   1.25e-3 33.4    116.3     0.317    0.505      0.00
   1655.2    2.6   48.3    189.0 0.089      76.1 2.48    24.00     0.127    1.358 
0.3L    :  18.05
    137.1    9.0   49.6    2.604   0.0   2.37e-3 37.3     99.3     0.313    0.505      0.00
   2135.5    2.6   48.3    189.0 0.070      53.1 1.73    24.00     0.127    1.399 
0.4L    :  24.07
    101.7    9.0   49.6    2.604   0.0   2.66e-3 38.3     63.8     0.209    0.253      0.00
   2363.8    2.6   48.3    189.0 0.052      49.2 1.60    24.00     0.127    1.119 
0.5L    :  30.08
     67.0    9.0   49.6    2.604   0.0   2.14e-3 36.5     17.8     0.127    0.253      0.00
   2348.1    2.6   48.3    189.0 0.034      56.6 1.84    24.00     0.127    1.868 
0.6L    :  36.10
    101.7    9.0   49.6    2.604   0.0   2.66e-3 38.3     63.8     0.209    0.253      0.00
   2363.7    2.6   48.3    189.0 0.052      49.2 1.60    24.00     0.127    1.119 
0.7L    :  42.12
    137.1    9.0   49.6    2.604   0.0   2.37e-3 37.3     99.3     0.313    0.505      0.00
   2135.5    2.6   48.3    189.0 0.070      53.1 1.73    24.00     0.127    1.399 
0.8L    :  48.13
    173.2    9.0   49.6    2.604   0.0   1.25e-3 33.4    116.3     0.317    0.505      0.00
   1655.2    2.6   48.3    189.0 0.089      76.2 2.48    24.00     0.127    1.358 
0.9L    :  54.15
    210.1    9.0   49.6    2.007   0.0   1.05e-3 32.7    150.3     0.397    0.686      0.00
    926.8    2.0   48.6    189.0 0.107      83.1 2.69    24.00     0.127    1.469 
Critical:  55.61
    219.6    9.0   49.6    1.861   0.0   1.65e-3 34.8    177.6     0.507    0.686      0.00
    696.2    1.9   48.6    189.0 0.111      66.4 2.15    24.00     0.127    1.256 
Transfer:  57.17
    229.9    9.0   49.6    1.703   0.0   2.84e-3 38.9    207.9     0.690    1.067      0.00
    450.7    1.7   48.7    189.0 0.117      47.5 1.53    24.00     0.127    1.445 
Bearing :  59.67
    246.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    246.2     1.187    0.533      1.78
      0.0    0.3   49.4     31.5 0.123      27.4 0.87    24.00     0.127    0.505*
 

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
    246.2      5.53     49.58    0.29       49.44    24.00      0.120      1.545      0.435      0.533 
Transfer:      2.50
    229.9      5.24     49.58    1.73       48.72    24.00      0.120      1.448      0.377      0.533 
Critical:      4.05
    219.7      5.02     49.58    1.89       48.64    24.00      0.120      1.373      0.332      0.343 
0.1L    :      5.52
    210.1      4.81     49.58    2.03       48.57    24.00      0.120      1.302      0.289      0.343 
0.2L    :     11.53
    173.2      3.99     49.58    2.63       48.27    24.00      0.120      1.029      0.126      0.253 
0.3L    :     17.55
    137.1      3.16     49.58    2.63       48.27    24.00      0.120      0.752      0.000      0.253 
0.4L    :     23.57
    101.7      2.34     49.58    2.63       48.27    24.00      0.120      0.481      0.000      0.253 
0.5L    :     29.58
     67.0      1.54     49.58    2.63       48.27    24.00      0.120      0.214      0.000      0.253 
0.6L    :     35.60
    101.7      2.34     49.58    2.63       48.27    24.00      0.120      0.481      0.000      0.253 
0.7L    :     41.62
    137.1      3.16     49.58    2.63       48.27    24.00      0.120      0.752      0.000      0.253 
0.8L    :     47.63
    173.2      3.99     49.58    2.63       48.27    24.00      0.120      1.029      0.126      0.253 
0.9L    :     53.65
    210.1      4.81     49.58    2.03       48.57    24.00      0.120      1.302      0.289      0.343 
Critical:     55.11
    219.7      5.02     49.58    1.89       48.64    24.00      0.120      1.373      0.332      0.343 
Transfer:     56.67
    229.9      5.24     49.58    1.73       48.72    24.00      0.120      1.448      0.377      0.533 
Bearing :     59.17
    246.2      5.53     49.58    0.29       49.44    24.00      0.120      1.545      0.435      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.52 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.117  2.30     -0.270
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.53 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.232  2.30     -0.534
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.55 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.322  2.30     -0.742
DL-Prec. (DC)  :                       -0.034  3.00     -0.103
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.116
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.57 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.380  2.30     -0.874
DL-Prec. (DC)  :                       -0.041  3.00     -0.122
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.137
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 29.58 ft
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.400  2.30     -0.919
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.144
DL-Comp. (DW)  :                       -0.021  3.00     -0.064
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 35.60 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.380  2.30     -0.874
DL-Prec. (DC)  :                       -0.041  3.00     -0.122
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.137
DL-Comp. (DW)  :                       -0.020  3.00     -0.061
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 41.62 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.322  2.30     -0.742
DL-Prec. (DC)  :                       -0.034  3.00     -0.103
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.039  3.00     -0.116
DL-Comp. (DW)  :                       -0.017  3.00     -0.052
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 47.63 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.232  2.30     -0.534
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.002  3.00     -0.007
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.028  3.00     -0.084
DL-Comp. (DW)  :                       -0.012  3.00     -0.037
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 53.65 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.117  2.30     -0.270
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.042
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
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
   446.0    44.0  1.987  266.5    2.0   1.73   1905.0  0.073T 1.00       -       -     -     -  
H/2     :   2.22
   398.0    44.0  1.801  266.8    1.8   1.57   1731.8  0.080T 1.00       -       -     -     -  
0.1L    :   5.52
   926.8    44.0  2.341  265.9    2.4   2.03   2231.6  0.061T 1.00       -       -     -     -  
0.2L    :  11.53
  1698.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00       -       -     -     -  
0.3L    :  17.55
  2220.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2223.4  2223.4    1.29    -  
0.4L    :  23.57
  2528.8    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2157.4  2157.4    1.33    -  
0.5L    :  29.58
  2604.7    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2134.9  2134.9    1.34    -  
0.6L    :  35.60
  2528.8    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2157.4  2157.4    1.33    -  
0.7L    :  41.62
  2220.3    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2223.5  2223.5    1.29    -  
0.8L    :  47.63
  1698.4    44.0  3.038  264.7    3.1   2.63   2862.8  0.047T 1.00   2333.1  2258.8    1.23    -  
0.9L    :  53.65
   926.8    44.0  2.341  265.9    2.4   2.03   2231.6  0.061T 1.00       -       -     -     -  
H/2     :  56.95
   398.0    44.0  1.801  266.8    1.8   1.57   1731.8  0.080T 1.00       -       -     -     -  
Transfer:  56.67
   446.0    44.0  1.987  266.5    2.0   1.73   1905.0  0.073T 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    -0.048
        M   2.00 Fb     0.301
 
  2   2 E  42.50 Ft     0.505
        M  42.50 Fb     0.124
 
  3   2 E   6.00 Ft     0.401
        M   6.00 Fb     0.470
 
  4   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.816
 
  5   2 E   4.00 Ft     0.156
        M   4.00 Fb     1.190
 
  6   2 E   2.00 Ft    -0.021
        M   2.00 Fb     1.593
 
  7   2 E   2.00 Ft    -0.198
        M   2.00 Fb     1.996
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 60.17            Release Length, ft: 60.17
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   4.0 ksi
Initial losses:  4.12 %               Final losses: 11.97 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.996     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.198       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)                  2862.84     2604.72     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.567     Midspan    1.800   0.097     Midspan
    Pre.Top:   3.000   1.580     Midspan    2.250   1.334     Midspan
    Pre.Bot:   3.000   1.444    Transfer    2.250   1.619    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.050     Bearing
    Pre.Bot:  -0.420  -0.385     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.814     Midspan
    Pre.Bot:                                                             2.000   0.681    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  29.58 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.400  2.30     -0.919
DL-Prec. (DC)  :                       -0.043  3.00     -0.128
Diaphragm      :                       -0.004  3.00     -0.013
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.144
DL-Comp. (DW)  :                       -0.021  3.00     -0.064
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       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 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  =  82.008 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.060      0.00       0.060   59.17
     DC  Line       0.008      0.00       0.008   59.17
     DC  Line       0.064      0.00       0.064   59.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    29.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 60.167 ft
Release length = 60.167 ft
Design  length = 59.167 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)  : 0.638   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.766   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.826   (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           1205.0 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           373625 in4#
Ht. of c.g.           =        20.23 in             35.69 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1258.4 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 = 0.9952

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     5.52    11.53    17.55    23.57    29.58
 
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   1207.8   1222.1   1220.5   1222.1   1222.1   1222.1   1222.1   1222.1
  Yb      ,  in    35.63    35.32    35.36    35.32    35.32    35.32    35.32    35.32
  MI(Ixx) , in4   375626   385488   384390   385488   385488   385488   385488   385488

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           4.00 ksi
  Elasticity         =    4286.83 ksi        4266.22 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       3.00 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       2.25 ksi           1.80 ksi
 
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
  Max comp           =       2.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.42 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  14 strands, 0.6''-LL-270-72.6, Low relaxation strands
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      =     11.913 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.891 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.167 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)       
-------------------------------------------------------------------------------------
       842.338         740 623.330      8.736 35379.527   463.515       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      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2710     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      11.50       3.5200      4.4790     No
      2      US#4[M13]       60.00        0.40      14.00       4.4790      6.8130     No
      2      US#4[M13]       60.00        0.40      14.37       6.8130      8.0131     No
      2      US#4[M13]       60.00        0.40      16.88       8.0131      9.4199     No
      2      US#4[M13]       60.00        0.40      19.00       9.4199     22.0830     No
      2      US#4[M13]       60.00        0.40      14.00       3.8960      7.3960    Yes
      2      US#4[M13]       60.00        0.40      14.75       7.3960      8.6260    Yes
      2      US#4[M13]       60.00        0.40      19.00       8.6260     51.5410    Yes
      2      US#4[M13]       60.00        0.40      14.75      51.5410     52.7710    Yes
      2      US#4[M13]       60.00        0.40      14.00      52.7710     56.2710    Yes
      2      US#4[M13]       60.00        0.40      19.00      38.0840     50.7470     No
      2      US#4[M13]       60.00        0.40      16.88      50.7470     52.1539     No
      2      US#4[M13]       60.00        0.40      14.37      52.1539     53.3540     No
      2      US#4[M13]       60.00        0.40      14.00      53.3540     55.6880     No
      2      US#4[M13]       60.00        0.40      11.50      55.6880     56.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.6470     59.6470     No
      2      US#6[M19]       60.00        0.88       4.50      58.8960     59.6470     No
      2      US#4[M13]       60.00        0.40       9.00      56.2710     60.0213    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 55.1670 60.1670       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     **     8.07 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.256 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -2.55 ksi    0.00 ksi
    due to Composite Loads                                 -1.01 ksi    0.00 ksi
    due to Live Loads                                      -3.66 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                  8.07 ksi  ( 4.12 %)            15.67 ksi ( 8.00 %)
Total Prestress Losses                                    23.74 ksi (12.11 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 172.3 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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     9.4     8.4    19.6    36.4    48.3    55.5    57.9
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    47.5    42.4    99.2   184.1   244.8   281.2   293.4
Haunch (Max)V      19.8    18.2    18.3    16.1    12.1     8.1     4.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   150.5   134.3   311.6   566.6   733.0   830.1   847.6
            V      82.2    77.3    77.9    71.4    60.3    49.2    35.6    24.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    82.2    77.3    77.9    71.4    60.8    50.5    40.6    31.0
            M       0.0   153.0   136.7   311.6   543.6   687.6   741.7   710.3
Total     : M+      0.0   279.5   249.4   581.2  1067.0  1398.5  1594.7  1645.6
            V     136.1   126.7   127.7   115.3    93.2    71.2    46.6    24.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   136.1   126.7   127.7   115.3    93.7    72.5    51.6    31.0
            M       0.0   282.0   251.8   581.2  1044.0  1353.1  1506.4  1508.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      55.5    48.3    36.4    19.6     8.4     9.4     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     281.2   244.8   184.1    99.2    42.4    47.5     0.0
Haunch (Max)V       4.0     8.1    12.1    16.1    18.3    18.2    19.8
Diaphragm : M       1.7     1.3     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    830.1   733.0   566.6   311.6   134.3   150.5     0.0
            V      35.6    49.2    60.3    71.4    77.9    77.3    82.2
LL + I    : M-      0.0     0.0     0.0     0.0    -0.0    -0.0    -0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.6    50.5    60.8    71.4    77.9    77.3    82.2
            M     741.7   687.6   543.6   311.6   136.7   153.0     0.0
Total     : M+   1594.7  1398.5  1067.0   581.2   249.4   279.5     0.0
            V      46.6    71.2    93.2   115.3   127.7   126.7   136.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    51.6    72.5    93.7   115.3   127.7   126.7   136.1
            M    1506.4  1353.1  1044.0   581.2   251.8   282.0     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               17.4             17.4
Deck+Haunch            19.8             19.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.9              3.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           43.8             43.8
DL-Comp.(DW)           19.5             19.5
Live                   79.6             79.6
        Truck          60.6             60.6
        Lane           18.9             18.9
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     0.0
DL-Prec.  : M       0.0     9.4     8.4    19.6    36.4    48.3    55.5    57.9
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    47.5    42.4    99.2   184.1   244.8   281.2   293.4
Haunch (Max)V      19.8    18.2    18.3    16.1    12.1     8.1     4.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     0.0
DL-Comp   : M       0.0     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     0.0
LL + I    : M+      0.0   120.4   107.4   249.3   453.3   586.4   664.0   678.1
            V      65.8    61.9    62.3    57.1    48.3    39.4    28.5    19.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    65.8    61.9    62.3    57.1    48.6    40.4    32.5    24.8
            M       0.0   122.4   109.4   249.3   434.8   550.1   593.4   568.3
Total     : M+      0.0   249.4   222.5   518.9   953.7  1251.9  1428.7  1476.1
            V     119.7   111.2   112.1   101.0    81.2    61.3    39.5    19.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   119.7   111.2   112.1   101.0    81.5    62.4    43.5    24.8
            M       0.0   251.4   224.4   518.9   935.3  1215.5  1358.0  1366.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
DL-Prec.  : M      55.5    48.3    36.4    19.6     8.4     9.4     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     281.2   244.8   184.1    99.2    42.4    47.5     0.0
Haunch (Max)V       4.0     8.1    12.1    16.1    18.3    18.2    19.8
Diaphragm : M       1.7     1.3     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
DL-Comp   : M      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
LL + I    : M+    664.0   586.4   453.3   249.3   107.4   120.4     0.0
            V      28.5    39.4    48.3    57.1    62.3    61.9    65.8
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    32.5    40.4    48.6    57.1    62.3    61.9    65.8
            M     593.4   550.1   434.8   249.3   109.4   122.4     0.0
Total     : M+   1428.7  1251.9   953.7   518.9   222.5   249.4     0.0
            V      39.5    61.3    81.2   101.0   112.1   111.2   119.7
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    43.5    62.4    81.5   101.0   112.1   111.2   119.7
            M    1358.0  1215.5   935.3   518.9   224.4   251.4     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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    52.1    46.4   108.8   201.9   268.4   308.3   321.6
(Max)       V      21.7    19.9    20.1    17.7    13.3     8.8     4.4     0.0
Self wt.  : M       0.0    37.5    33.4    78.3   145.4   193.3   222.0   231.6
(Min)       V      15.7    14.3    14.5    12.7     9.6     6.4     3.2     0.0
DL-Prec.  : M       0.0    11.7    10.5    24.5    45.5    60.4    69.4    72.4
DC(Max)     V       4.9     4.5     4.5     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     8.4     7.5    17.6    32.7    43.5    50.0    52.1
DC(Min)     V       3.5     3.2     3.3     2.9     2.2     1.4     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    59.4    52.9   124.0   230.2   306.0   351.5   366.7
Haunch (Max)V      24.8    22.7    22.9    20.2    15.1    10.1     5.0     0.0
Deck +    : M       0.0    42.7    38.1    89.3   165.7   220.3   253.1   264.0
Haunch (Min)V      17.8    16.3    16.5    14.5    10.9     7.3     3.6     0.0
Diaphragm : M       0.0     0.2     0.2     0.5     1.0     1.6     2.1     2.6
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.4     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    26.2    23.4    54.8   101.6   135.1   155.2   161.9
DC(Max)     V      10.9    10.0    10.1     8.9     6.7     4.5     2.2     0.0
DL-Comp   : M       0.0    18.9    16.8    39.4    73.2    97.3   111.8   116.6
DC(Min)     V       7.9     7.2     7.3     6.4     4.8     3.2     1.6     0.0
DL-Comp   : M       0.0    14.0    12.5    29.3    54.4    72.3    83.1    86.6
DW(Max)     V       5.9     5.4     5.4     4.8     3.6     2.4     1.2     0.0
DL-Comp   : M       0.0     6.1     5.4    12.7    23.6    31.3    36.0    37.5
DW(Min)     V       2.5     2.3     2.3     2.1     1.5     1.0     0.5     0.0
LL + I    : M+      0.0   263.3   235.0   545.4   991.6  1282.8  1452.6  1483.4
            V     143.9   135.3   136.3   125.0   105.6    86.2    62.3    42.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   143.9   135.3   136.3   125.0   106.4    88.4    71.0    54.2
            M       0.0   267.7   239.3   545.4   951.2  1203.3  1298.1  1243.1
Total     : M+      0.0   426.9   380.9   887.2  1626.2  2126.6  2422.2  2495.3
            V     212.2   197.9   199.5   180.6   147.3   114.0    76.3    43.0
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   212.2   197.9   199.5   180.6   148.1   116.3    85.0    54.3
            M       0.0   431.3   385.2   887.2  1585.8  2047.2  2267.7  2255.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     308.3   268.4   201.9   108.8    46.4    52.1     0.0
(Max)       V       4.4     8.8    13.3    17.7    20.1    19.9    21.7
Self wt.  : M     222.0   193.3   145.4    78.3    33.4    37.5     0.0
(Min)       V       3.2     6.4     9.6    12.7    14.5    14.3    15.7
DL-Prec.  : M      69.4    60.4    45.5    24.5    10.5    11.7     0.0
DC(Max)     V       1.0     2.0     3.0     4.0     4.5     4.5     4.9
DL-Prec.  : M      50.0    43.5    32.7    17.6     7.5     8.4     0.0
DC(Min)     V       0.7     1.4     2.2     2.9     3.3     3.2     3.5
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     351.5   306.0   230.2   124.0    52.9    59.4     0.0
Haunch (Max)V       5.0    10.1    15.1    20.2    22.9    22.7    24.8
Deck +    : M     253.1   220.3   165.7    89.3    38.1    42.7     0.0
Haunch (Min)V       3.6     7.3    10.9    14.5    16.5    16.3    17.8
Diaphragm : M       2.1     1.6     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       1.5     1.1     0.7     0.4     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     155.2   135.1   101.6    54.8    23.4    26.2     0.0
DC(Max)     V       2.2     4.5     6.7     8.9    10.1    10.0    10.9
DL-Comp   : M     111.8    97.3    73.2    39.4    16.8    18.9     0.0
DC(Min)     V       1.6     3.2     4.8     6.4     7.3     7.2     7.9
DL-Comp   : M      83.1    72.3    54.4    29.3    12.5    14.0     0.0
DW(Max)     V       1.2     2.4     3.6     4.8     5.4     5.4     5.9
DL-Comp   : M      36.0    31.3    23.6    12.7     5.4     6.1     0.0
DW(Min)     V       0.5     1.0     1.5     2.1     2.3     2.3     2.5
LL + I    : M+   1452.6  1282.8   991.6   545.4   235.0   263.3     0.0
            V      62.3    86.2   105.6   125.0   136.3   135.3   143.9
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    71.0    88.4   106.4   125.0   136.3   135.3   143.9
            M    1298.1  1203.3   951.2   545.4   239.3   267.7     0.0
Total     : M+   2422.2  2126.6  1626.2   887.2   380.9   426.9     0.0
            V      76.3   114.0   147.3   180.6   199.5   197.9   212.2
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    85.0   116.3   148.1   180.6   199.5   197.9   212.2
            M    2267.7  2047.2  1585.8   887.2   385.2   431.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               21.7             21.7
Deck+Haunch            24.8             24.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.9              4.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           54.7             54.7
DL-Comp.(DW)           29.3             29.3
Live                  139.3            139.3
        Truck         106.1            106.1
        Lane           33.1             33.1
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    5.52   11.53   17.55   23.57   29.58
Self wt.  : M       0.0    41.7    37.1    87.0   161.5   214.7   246.7   257.3
(Max)       V      17.4    15.9    16.1    14.2    10.6     7.1     3.5     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     9.4     8.4    19.6    36.4    48.3    55.5    57.9
DC(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     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    47.5    42.4    99.2   184.1   244.8   281.2   293.4
Haunch (Max)V      19.8    18.2    18.3    16.1    12.1     8.1     4.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.4     0.8     1.3     1.7     2.1
(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    21.0    18.7    43.8    81.3   108.1   124.2   129.5
DC(Max)     V       8.8     8.0     8.1     7.1     5.3     3.6     1.8     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     9.4     8.3    19.5    36.3    48.2    55.4    57.8
DW(Max)     V       3.9     3.6     3.6     3.2     2.4     1.6     0.8     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   150.6   134.7   305.9   529.1   673.3   733.2   690.1
            V      82.8    53.7    56.9    18.5     6.5    46.6    34.7    30.1
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    82.8    77.4    78.0    70.8    58.9    47.5    36.8    30.1
            M       0.0   148.9   133.1   303.0   526.4   646.1   673.3   690.1
Total     : M+      0.0   279.6   249.7   575.4  1029.5  1338.7  1497.9  1488.1
            V     136.7   103.0   106.8    62.3    39.4    68.6    45.7    30.2
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   136.7   126.7   127.8   114.7    91.8    69.4    47.9    30.2
            M       0.0   277.9   248.2   572.5  1026.8  1311.5  1437.9  1488.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    35.60   41.62   47.63   53.65   56.95   56.67   59.17
Self wt.  : M     246.7   214.7   161.5    87.0    37.1    41.7     0.0
(Max)       V       3.5     7.1    10.6    14.2    16.1    15.9    17.4
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      55.5    48.3    36.4    19.6     8.4     9.4     0.0
DC(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     281.2   244.8   184.1    99.2    42.4    47.5     0.0
Haunch (Max)V       4.0     8.1    12.1    16.1    18.3    18.2    19.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     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     124.2   108.1    81.3    43.8    18.7    21.0     0.0
DC(Max)     V       1.8     3.6     5.3     7.1     8.1     8.0     8.8
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      55.4    48.2    36.3    19.5     8.3     9.4     0.0
DW(Max)     V       0.8     1.6     2.4     3.2     3.6     3.6     3.9
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+    733.2   673.3   529.1   305.9   134.7   150.6     0.0
            V      34.7    46.6     6.5    18.5    56.9    53.7    82.8
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    36.8    47.5    58.9    70.8    78.0    77.4    82.8
            M     673.3   646.1   526.4   303.0   133.1   148.9     0.0
Total     : M+   1497.8  1338.7  1029.5   575.4   249.7   279.6     0.0
            V      45.7    68.6    39.4    62.3   106.8   103.0   136.7
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    47.9    69.4    91.8   114.7   127.8   126.7   136.7
            M    1437.9  1311.5  1026.8   572.5   248.2   277.9     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 


 
 
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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.021   0.050   0.093   0.123   0.141   0.147
Bottom        -0.000  -0.019  -0.017  -0.040  -0.073  -0.098  -0.112  -0.117
 
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  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.121   0.108   0.252   0.469   0.623   0.716   0.746
Bottom        -0.000  -0.096  -0.086  -0.200  -0.372  -0.495  -0.568  -0.593
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.010   0.024   0.045   0.060   0.069   0.072
Precast-top   -0.000   0.006   0.006   0.013   0.024   0.033   0.037   0.039
Bottom        -0.000  -0.023  -0.021  -0.048  -0.089  -0.119  -0.137  -0.142
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.011   0.020   0.027   0.031   0.032
Precast-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.017   0.017
Bottom        -0.000  -0.010  -0.009  -0.021  -0.040  -0.053  -0.061  -0.064
 
LL+I(+)
Topping-top   -0.000   0.084   0.075   0.173   0.315   0.407   0.461   0.471
Precast-top   -0.000   0.045   0.040   0.094   0.171   0.221   0.250   0.255
Bottom        -0.000  -0.165  -0.148  -0.343  -0.623  -0.806  -0.913  -0.932
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.100   0.090   0.208   0.380   0.494   0.561   0.575 
Precast-top   -0.050   0.017   0.010   0.349   0.892   1.275   1.505   1.577 
Bottom         0.321   1.455   1.330   1.024   0.327  -0.154  -0.439  -0.519 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.017   0.015   0.035   0.065   0.087   0.100   0.104 
Precast-top   -0.050  -0.028  -0.030   0.255   0.721   1.054   1.254   1.322 
Bottom         0.321   1.620   1.478   1.367   0.950   0.652   0.473   0.413 
 

 
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    6.02   12.03   18.05   24.07   30.08
 
Beam-Self
Precast-top    0.128   0.244   0.433   0.569   0.650   0.677 
Bottom        -0.102  -0.194  -0.344  -0.452  -0.516  -0.538 
 
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   -0.198  -0.083   0.107   0.242   0.323   0.351 
Bottom         1.996   1.905   1.754   1.647   1.582   1.561 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 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    5.52   11.53   17.55   23.57   29.58
 
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   0.106   0.095   0.221   0.411   0.546   0.628   0.655
Bottom        -0.000  -0.084  -0.075  -0.176  -0.326  -0.434  -0.498  -0.520
 
DL-Prec (DC)
Precast-top   -0.000   0.024   0.021   0.050   0.093   0.123   0.141   0.147
Bottom        -0.000  -0.019  -0.017  -0.040  -0.073  -0.098  -0.112  -0.117
 
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  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.121   0.108   0.252   0.469   0.623   0.716   0.746
Bottom        -0.000  -0.096  -0.086  -0.200  -0.372  -0.495  -0.568  -0.593
 
DL-Comp (DC)
Topping-top   -0.000   0.012   0.010   0.024   0.045   0.060   0.069   0.072
Precast-top   -0.000   0.006   0.006   0.013   0.024   0.033   0.037   0.039
Bottom        -0.000  -0.023  -0.021  -0.048  -0.089  -0.119  -0.137  -0.142
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.005   0.011   0.020   0.027   0.031   0.032
Precast-top   -0.000   0.003   0.003   0.006   0.011   0.015   0.017   0.017
Bottom        -0.000  -0.010  -0.009  -0.021  -0.040  -0.053  -0.061  -0.064
 
LL+I(+)
Topping-top   -0.000   0.067   0.060   0.138   0.252   0.326   0.369   0.377
Precast-top   -0.000   0.036   0.032   0.075   0.137   0.177   0.200   0.204
Bottom        -0.000  -0.132  -0.119  -0.274  -0.498  -0.645  -0.730  -0.746
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.084   0.075   0.174   0.317   0.412   0.469   0.481 
Precast-top   -0.050   0.008   0.002   0.331   0.858   1.231   1.455   1.526 
Bottom         0.321   1.488   1.360   1.093   0.452   0.008  -0.257  -0.332 
 

 
 
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    5.52   11.53   17.55   23.57   29.58
F_LL+I(+)
Topping-top   -0.000   0.084   0.075   0.170   0.294   0.374   0.407   0.383
Precast-top   -0.000   0.045   0.041   0.092   0.159   0.203   0.221   0.208
Bottom        -0.000  -0.166  -0.149  -0.336  -0.582  -0.740  -0.806  -0.759
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.092   0.082   0.187   0.327   0.417   0.457   0.435 
Precast-top   -0.025   0.031   0.025   0.220   0.520   0.730   0.848   0.869 
Bottom         0.160   0.645   0.590   0.347  -0.107  -0.414  -0.569  -0.552 
 

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
    212.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    208.4     1.005    0.533      1.25
      0.0    0.3   49.4     31.5 0.106      27.4 0.87    24.00     0.127    0.585*
Transfer:   3.00
    197.9    9.0   49.6    1.706   0.0   1.51e-3 34.3    150.1     0.421    1.067      0.00
    431.3    1.9   48.6    189.0 0.100      69.7 2.25    24.00     0.127    2.048 
Critical:   4.55
    188.9    9.0   49.6    1.864   0.0   0.48e-3 30.7    101.1     0.247    0.686      0.00
    665.5    2.1   48.5    189.0 0.096     108.8 3.52    24.00     0.127    1.854 
0.1L    :   6.02
    180.6    9.0   49.6    2.010   0.0   0.35e-3 30.2     83.7     0.201    0.686      0.00
    887.2    2.2   48.5    189.0 0.092     116.9 3.79    24.00     0.127    2.004 
0.2L    :  12.03
    148.1    9.0   49.6    2.604   0.0   0.69e-3 31.4     67.7     0.172    0.505      0.00
   1585.8    2.9   48.1    189.0 0.076      96.9 3.16    24.00     0.127    1.799 
0.3L    :  18.05
    116.3    9.0   49.6    2.604   0.0   1.81e-3 35.3     66.9     0.197    0.505      0.00
   2047.2    2.9   48.1    189.0 0.060      62.3 2.04    24.00     0.127    1.810 
0.4L    :  24.07
     85.0    9.0   49.6    2.604   0.0   2.13e-3 36.5     37.9     0.127    0.253      0.00
   2267.7    2.9   48.1    189.0 0.044      56.6 1.85    24.00     0.127    1.471 
0.5L    :  30.08
     54.3    9.0   49.6    2.604   0.0   1.67e-3 34.9      0.0     0.127    0.253      0.00
   2255.0    2.9   48.1    189.0 0.028      65.2 2.13    24.00     0.127    2.528 
0.6L    :  36.10
     85.0    9.0   49.6    2.604   0.0   2.13e-3 36.5     37.9     0.127    0.253      0.00
   2267.7    2.9   48.1    189.0 0.044      56.6 1.85    24.00     0.127    1.471 
0.7L    :  42.12
    116.3    9.0   49.6    2.604   0.0   1.81e-3 35.3     66.9     0.197    0.505      0.00
   2047.2    2.9   48.1    189.0 0.060      62.3 2.04    24.00     0.127    1.810 
0.8L    :  48.13
    148.1    9.0   49.6    2.604   0.0   0.69e-3 31.4     67.7     0.172    0.505      0.00
   1585.8    2.9   48.1    189.0 0.076      96.9 3.16    24.00     0.127    1.799 
0.9L    :  54.15
    180.6    9.0   49.6    2.010   0.0   0.35e-3 30.2     83.7     0.201    0.686      0.00
    887.2    2.2   48.5    189.0 0.092     116.9 3.79    24.00     0.127    2.004 
Critical:  55.62
    188.9    9.0   49.6    1.864   0.0   0.48e-3 30.7    101.1     0.247    0.686      0.00
    665.5    2.1   48.5    189.0 0.096     108.8 3.52    24.00     0.127    1.854 
Transfer:  57.17
    197.9    9.0   49.6    1.706   0.0   1.51e-3 34.3    150.1     0.421    1.067      0.00
    431.3    1.9   48.6    189.0 0.100      69.7 2.25    24.00     0.127    2.048 
Bearing :  59.67
    212.2    9.0   49.6    0.284   0.0   6.00e-3 50.0    208.4     1.005    0.533      1.25
      0.0    0.3   49.4     31.5 0.106      27.4 0.87    24.00     0.127    0.585*
 

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
    212.2      4.77     49.58    0.32       49.42    24.00      0.120      1.290      0.282      0.533 
Transfer:      2.50
    197.9      4.52     49.58    1.90       48.63    24.00      0.120      1.207      0.232      0.533 
Critical:      4.05
    189.0      4.33     49.58    2.07       48.55    24.00      0.120      1.142      0.193      0.343 
0.1L    :      5.52
    180.6      4.14     49.58    2.23       48.47    24.00      0.120      1.080      0.156      0.343 
0.2L    :     11.53
    148.1      3.42     49.58    2.88       48.14    24.00      0.120      0.839      0.012      0.253 
0.3L    :     17.55
    116.3      2.68     49.58    2.88       48.14    24.00      0.120      0.595      0.000      0.253 
0.4L    :     23.57
     85.0      1.96     49.58    2.88       48.14    24.00      0.120      0.354      0.000      0.253 
0.5L    :     29.58
     54.3      1.25     49.58    2.88       48.14    24.00      0.120      0.118      0.000      0.253 
0.6L    :     35.60
     85.0      1.96     49.58    2.88       48.14    24.00      0.120      0.354      0.000      0.253 
0.7L    :     41.62
    116.3      2.68     49.58    2.88       48.14    24.00      0.120      0.595      0.000      0.253 
0.8L    :     47.63
    148.1      3.42     49.58    2.88       48.14    24.00      0.120      0.839      0.012      0.253 
0.9L    :     53.65
    180.6      4.14     49.58    2.23       48.47    24.00      0.120      1.080      0.156      0.343 
Critical:     55.12
    189.0      4.33     49.58    2.07       48.55    24.00      0.120      1.142      0.193      0.343 
Transfer:     56.67
    197.9      4.52     49.58    1.90       48.63    24.00      0.120      1.207      0.232      0.533 
Bearing :     59.17
    212.2      4.77     49.58    0.32       49.42    24.00      0.120      1.290      0.282      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 5.52 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.043
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 11.53 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.212  2.30     -0.487
DL-Prec. (DC)  :                       -0.042  3.00     -0.125
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 17.55 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.294  2.30     -0.677
DL-Prec. (DC)  :                       -0.058  3.00     -0.174
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.053
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 23.57 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.347  2.30     -0.797
DL-Prec. (DC)  :                       -0.068  3.00     -0.205
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.047  3.00     -0.141
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 29.58 ft
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.365  2.30     -0.838
DL-Prec. (DC)  :                       -0.072  3.00     -0.216
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.148
DL-Comp. (DW)  :                       -0.022  3.00     -0.066
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 35.60 ft
Prestress      :       0.757  1.80      1.363  2.20      1.666
Self Wt.       :      -0.315  1.85     -0.582  2.40     -0.755
Deck + Haunch  :                       -0.347  2.30     -0.797
DL-Prec. (DC)  :                       -0.068  3.00     -0.205
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.047  3.00     -0.141
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 41.62 ft
Prestress      :       0.662  1.80      1.192  2.20      1.457
Self Wt.       :      -0.269  1.85     -0.497  2.40     -0.645
Deck + Haunch  :                       -0.294  2.30     -0.677
DL-Prec. (DC)  :                       -0.058  3.00     -0.174
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.040  3.00     -0.120
DL-Comp. (DW)  :                       -0.018  3.00     -0.053
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 47.63 ft
Prestress      :       0.504  1.80      0.907  2.20      1.109
Self Wt.       :      -0.196  1.85     -0.363  2.40     -0.471
Deck + Haunch  :                       -0.212  2.30     -0.487
DL-Prec. (DC)  :                       -0.042  3.00     -0.125
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.029  3.00     -0.086
DL-Comp. (DW)  :                       -0.013  3.00     -0.038
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 53.65 ft
Prestress      :       0.282  1.80      0.508  2.20      0.621
Self Wt.       :      -0.104  1.85     -0.192  2.40     -0.249
Deck + Haunch  :                       -0.107  2.30     -0.246
DL-Prec. (DC)  :                       -0.021  3.00     -0.063
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.014  3.00     -0.043
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
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
   426.9    44.0  1.991  266.2    2.2   1.90   1902.5  0.066T 1.00       -       -     -     -  
H/2     :   2.22
   380.9    44.0  1.804  266.5    2.0   1.72   1730.0  0.073T 1.00       -       -     -     -  
0.1L    :   5.52
   887.2    44.0  2.345  265.5    2.6   2.23   2226.9  0.056T 1.00       -       -     -     -  
0.2L    :  11.53
  1626.2    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00       -       -     -     -  
0.3L    :  17.55
  2126.6    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2208.3  2208.3    1.29    -  
0.4L    :  23.57
  2422.2    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2144.7  2144.7    1.33    -  
0.5L    :  29.58
  2495.3    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2123.3  2123.3    1.34    -  
0.6L    :  35.60
  2422.2    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2144.7  2144.7    1.33    -  
0.7L    :  41.62
  2126.6    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2208.3  2208.3    1.29    -  
0.8L    :  47.63
  1626.2    44.0  3.038  264.2    3.4   2.88   2849.0  0.042T 1.00   2314.1  2162.8    1.23    -  
0.9L    :  53.65
   887.2    44.0  2.345  265.5    2.6   2.23   2226.9  0.056T 1.00       -       -     -     -  
H/2     :  56.95
   380.9    44.0  1.804  266.5    2.0   1.72   1730.0  0.073T 1.00       -       -     -     -  
Transfer:  56.67
   426.9    44.0  1.991  266.2    2.2   1.90   1902.5  0.066T 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    -0.048
        M   2.00 Fb     0.301
 
  2   2 E  42.50 Ft     0.505
        M  42.50 Fb     0.124
 
  3   2 E   6.00 Ft     0.401
        M   6.00 Fb     0.470
 
  4   2 E   6.00 Ft     0.296
        M   6.00 Fb     0.816
 
  5   2 E   4.00 Ft     0.156
        M   4.00 Fb     1.190
 
  6   2 E   2.00 Ft    -0.021
        M   2.00 Fb     1.593
 
  7   2 E   2.00 Ft    -0.198
        M   2.00 Fb     1.996
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 60.17            Release Length, ft: 60.17
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   4.0 ksi
Initial losses:  4.12 %               Final losses: 12.11 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.996     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200      -0.198       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)                  2848.99     2495.31     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.575     Midspan    1.800   0.104     Midspan
    Pre.Top:   3.000   1.577     Midspan    2.250   1.322     Midspan
    Pre.Bot:   3.000   1.455    Transfer    2.250   1.620    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.050     Bearing
    Pre.Bot:  -0.420  -0.332     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.869     Midspan
    Pre.Bot:                                                             2.000   0.645    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  29.58 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.789  1.80      1.420  2.20      1.736
Self Wt.       :      -0.330  1.85     -0.611  2.40     -0.793
Deck + Haunch  :                       -0.365  2.30     -0.838
DL-Prec. (DC)  :                       -0.072  3.00     -0.216
Diaphragm      :                       -0.002  3.00     -0.006
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.049  3.00     -0.148
DL-Comp. (DW)  :                       -0.022  3.00     -0.066
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

