 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : A34 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The bridge span is 34'-2", 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 are 2.125' and 1.758', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 ksi, respectively.
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_1619.tmp\A34\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  =       13.000
Bridge c/s,MI(Ixx), in4 =    717216.56
 
SPAN DATA
---------
Precast length    , ft =     35.167
Bearing-to-bearing, ft =     34.167
Release span      , ft =     35.167
 
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-A    3.083    311.5    34082.0  32.00  14.05  13.00   6.833
 2             IA-Std-A    7.500    311.5    34082.0  32.00  14.05  13.00   7.500
 3             IA-Std-A    7.500    311.5    34082.0  32.00  14.05  13.00   7.500
 4             IA-Std-A    7.500    311.5    34082.0  32.00  14.05  13.00   7.500
 5             IA-Std-A    7.500    311.5    34082.0  32.00  14.05  13.00   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      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.064    0.00       0.064   34.17   Additional overhang
   1    1    DC Line        0.064    0.00       0.064   34.17   Sacrificial Wearing Surface
   1    2    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    3    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    4    DC Line        0.070    0.00       0.070   34.17   Sacrificial Wearing Surface
   1    5    DC Line        0.064    0.00       0.064   34.17   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.142   17.083
   1    2        0.285   17.083
   1    3        0.285   17.083
   1    4        0.285   17.083
   1    5        0.142   17.083
 
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   34.17   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   34.17   Right Barrier Weight
   1    DC Line        0.007    0.00       0.007   34.17   Additional haunch
   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    0.094     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4066.8 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.83 ksi 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:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.44 in):
 
  4 @  2.000 in 3 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.63  3.5630  4.4501 No        
       2 US#5[M16]  60.0  0.62   13.62  4.4501  5.5899 No        
       2 US#5[M16]  60.0  0.62   16.00  5.5899 13.5830 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  3.9800 Yes       
       2 US#4[M13]  60.0  0.40   11.25  3.9800  4.9199 Yes       
       2 US#4[M13]  60.0  0.40   16.00  4.9199 30.2470 Yes       
       2 US#4[M13]  60.0  0.40   11.25 30.2470 31.1870 Yes       
       2 US#4[M13]  60.0  0.40   10.00 31.1870 32.0210 Yes       
       2 US#5[M16]  60.0  0.62   16.00 21.5840 29.5771 No        
       2 US#5[M16]  60.0  0.62   13.62 29.5771 30.7169 No        
       2 US#5[M16]  60.0  0.62   10.63 30.7169 31.6040 No        
       2 US#5[M16]  60.0  0.62    9.50 31.6040 32.3960 No        
       2 US#5[M16]  60.0  0.62    9.00 32.3960 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.0210 35.0210 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.44 in):
 
  4 @  2.000 in 3 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.63  3.5630  4.4501 No        
       2 US#5[M16]  60.0  0.62  13.62*  4.4501  5.5899 No        
       2 US#5[M16]  60.0  0.62  16.00*  5.5899 13.5830 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  3.9800 Yes       
       2 US#4[M13]  60.0  0.40   11.25  3.9800  4.9199 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  4.9199 30.2470 Yes       
       2 US#4[M13]  60.0  0.40   11.25 30.2470 31.1870 Yes       
       2 US#4[M13]  60.0  0.40   10.00 31.1870 32.0210 Yes       
       2 US#5[M16]  60.0  0.62  16.00* 21.5840 29.5771 No        
       2 US#5[M16]  60.0  0.62  13.62* 29.5771 30.7169 No        
       2 US#5[M16]  60.0  0.62   10.63 30.7169 31.6040 No        
       2 US#5[M16]  60.0  0.62    9.50 31.6040 32.3960 No        
       2 US#5[M16]  60.0  0.62    9.00 32.3960 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.0210 35.0210 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.44 in):
 
  4 @  2.000 in 3 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.63  3.5630  4.4501 No        
       2 US#5[M16]  60.0  0.62  13.62*  4.4501  5.5899 No        
       2 US#5[M16]  60.0  0.62  16.00*  5.5899 13.5830 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  3.9800 Yes       
       2 US#4[M13]  60.0  0.40   11.25  3.9800  4.9199 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  4.9199 30.2470 Yes       
       2 US#4[M13]  60.0  0.40   11.25 30.2470 31.1870 Yes       
       2 US#4[M13]  60.0  0.40   10.00 31.1870 32.0210 Yes       
       2 US#5[M16]  60.0  0.62  16.00* 21.5840 29.5771 No        
       2 US#5[M16]  60.0  0.62  13.62* 29.5771 30.7169 No        
       2 US#5[M16]  60.0  0.62   10.63 30.7169 31.6040 No        
       2 US#5[M16]  60.0  0.62    9.50 31.6040 32.3960 No        
       2 US#5[M16]  60.0  0.62    9.00 32.3960 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.0210 35.0210 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.44 in):
 
  4 @  2.000 in 3 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.63  3.5630  4.4501 No        
       2 US#5[M16]  60.0  0.62  13.62*  4.4501  5.5899 No        
       2 US#5[M16]  60.0  0.62  16.00*  5.5899 13.5830 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  3.9800 Yes       
       2 US#4[M13]  60.0  0.40   11.25  3.9800  4.9199 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  4.9199 30.2470 Yes       
       2 US#4[M13]  60.0  0.40   11.25 30.2470 31.1870 Yes       
       2 US#4[M13]  60.0  0.40   10.00 31.1870 32.0210 Yes       
       2 US#5[M16]  60.0  0.62  16.00* 21.5840 29.5771 No        
       2 US#5[M16]  60.0  0.62  13.62* 29.5771 30.7169 No        
       2 US#5[M16]  60.0  0.62   10.63 30.7169 31.6040 No        
       2 US#5[M16]  60.0  0.62    9.50 31.6040 32.3960 No        
       2 US#5[M16]  60.0  0.62    9.00 32.3960 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.0210 35.0210 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
  9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.44 in):
 
  4 @  2.000 in 3 @  4.000 in 1 @ 27.000 in 1 @ 29.000 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1460  3.1460 Yes       
       2 US#5[M16]  60.0  0.62    9.00  0.5200  2.7710 No        
       2 US#5[M16]  60.0  0.62    9.50  2.7710  3.5630 No        
       2 US#5[M16]  60.0  0.62   10.63  3.5630  4.4501 No        
       2 US#5[M16]  60.0  0.62  13.62*  4.4501  5.5899 No        
       2 US#5[M16]  60.0  0.62   16.00  5.5899 13.5830 No        
       2 US#4[M13]  60.0  0.40   10.00  3.1460  3.9800 Yes       
       2 US#4[M13]  60.0  0.40   11.25  3.9800  4.9199 Yes       
       2 US#4[M13]  60.0  0.40   16.00  4.9199 30.2470 Yes       
       2 US#4[M13]  60.0  0.40   11.25 30.2470 31.1870 Yes       
       2 US#4[M13]  60.0  0.40   10.00 31.1870 32.0210 Yes       
       2 US#5[M16]  60.0  0.62   16.00 21.5840 29.5771 No        
       2 US#5[M16]  60.0  0.62  13.62* 29.5771 30.7169 No        
       2 US#5[M16]  60.0  0.62   10.63 30.7169 31.6040 No        
       2 US#5[M16]  60.0  0.62    9.50 31.6040 32.3960 No        
       2 US#5[M16]  60.0  0.62    9.00 32.3960 34.6470 No        
       2 US#4[M13]  60.0  0.40    9.00 32.0210 35.0210 Yes       
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
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-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 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       0.064      0.00       0.064   34.17
     DC  Line       0.064      0.00       0.064   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    17.08 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.667   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.800   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.862   (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                  =        311.5 in2            950.4 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           141333 in4#
Ht. of c.g.           =        14.05 in             29.03 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf            993.2 plf   
Mom. of Inertia (Iyy) =       4083.0 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     1.68     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.5    323.2    320.0    323.2    323.2    323.2    323.2    323.2
  Yb      ,  in    14.02    13.85    13.90    13.85    13.85    13.85    13.85    13.85
  MI(Ixx) , in4    34143    34437    34342    34437    34437    34437    34437    34437
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2    952.2    961.4    958.4    961.4    961.4    961.4    961.4    961.4
  Yb      ,  in    28.99    28.79    28.86    28.79    28.79    28.79    28.79    28.79
  MI(Ixx) , in4   142111   145954   144697   145954   145954   145954   145954   145954

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.44 in):
     4 @  2.000 in     3 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.049 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.062 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.124 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)       
-------------------------------------------------------------------------------------
       316.503         740 234.212      2.818 11410.983   249.704      53.308        
 
 
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       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.63       3.5630      4.4501     No
      2      US#5[M16]       60.00        0.62      13.62       4.4501      5.5899     No
      2      US#5[M16]       60.00        0.62      16.00       5.5899     13.5830     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      3.9800    Yes
      2      US#4[M13]       60.00        0.40      11.25       3.9800      4.9199    Yes
      2      US#4[M13]       60.00        0.40      16.00       4.9199     30.2470    Yes
      2      US#4[M13]       60.00        0.40      11.25      30.2470     31.1870    Yes
      2      US#4[M13]       60.00        0.40      10.00      31.1870     32.0210    Yes
      2      US#5[M16]       60.00        0.62      16.00      21.5840     29.5771     No
      2      US#5[M16]       60.00        0.62      13.62      29.5771     30.7169     No
      2      US#5[M16]       60.00        0.62      10.63      30.7169     31.6040     No
      2      US#5[M16]       60.00        0.62       9.50      31.6040     32.3960     No
      2      US#5[M16]       60.00        0.62       9.00      32.3960     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.0210     35.0210    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  8.44 in
         P_init    =      382.8 kips  Ecc =  5.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.44 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.47 ksi    0.00 ksi
    due to Composite Loads                                 -0.70 ksi    0.00 ksi
    due to Live Loads                                      -3.53 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                        11.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.44 ksi  ( 4.82 %)            18.78 ksi ( 9.58 %)
Total Prestress Losses                                    28.22 ksi (14.40 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.8 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     5.0     3.5     6.0    11.5    15.5    17.8    18.6
DC(Max)     V       2.2     1.9     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.5    18.2    31.4    60.4    81.0    93.4    97.6
Haunch (Max)V      11.4     9.8    10.3     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   121.0    84.0   142.8   262.1   337.8   385.6   397.0
            V      69.4    61.9    64.3    60.3    13.5    40.6    33.0    25.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.4    61.9    64.3    60.3    49.7    41.4    34.4    27.7
            M       0.0   121.6    85.0   142.8   251.3   322.0   361.6   365.8
Total     : M+      0.0   182.5   126.3   215.8   402.5   526.4   603.2   624.4
            V      96.0    84.5    88.3    82.2    29.9    51.6    38.5    25.4
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    96.0    84.5    88.3    82.2    66.1    52.4    40.0    27.7
            M       0.0   183.1   127.4   215.8   391.7   510.6   579.2   593.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M      17.8    15.5    11.5     6.0     3.5     5.0     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     1.9     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.4    81.0    60.4    31.4    18.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.3     9.8    11.4
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    385.6   337.8   262.1   142.8    84.0   121.0     0.0
            V      33.0    40.6    13.5    60.3    64.3    61.9    69.4
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    34.4    41.4    49.7    60.3    64.3    61.9    69.4
            M     361.6   322.0   251.3   142.8    85.0   121.6     0.0
Total     : M+    603.2   526.4   402.5   215.8   126.3   182.5     0.0
            V      38.5    51.6    29.9    82.2    88.3    84.5    96.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    40.0    52.4    66.1    82.2    88.3    84.5    96.0
            M     579.2   510.6   391.7   215.8   127.4   183.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                5.5              5.5
Deck+Haunch            11.4             11.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.2              2.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.4             25.4
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     5.0     3.5     6.0    11.5    15.5    17.8    18.6
DC(Max)     V       2.2     1.9     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.5    18.2    31.4    60.4    81.0    93.4    97.6
Haunch (Max)V      11.4     9.8    10.3     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0    96.8    67.2   114.2   209.7   270.3   308.5   317.6
            V      55.5    49.5    51.5    48.2    10.8    32.5    26.4    20.2
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    55.5    49.5    51.5    48.2    39.8    33.1    27.5    22.1
            M       0.0    97.3    68.0   114.2   201.1   257.6   289.3   292.7
Total     : M+      0.0   158.3   109.5   187.3   350.1   458.8   526.1   545.0
            V      82.1    72.2    75.4    70.1    27.2    43.5    31.9    20.3
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    82.1    72.2    75.4    70.1    56.2    44.1    33.1    22.2
            M       0.0   158.8   110.4   187.3   341.5   446.2   506.9   520.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M      17.8    15.5    11.5     6.0     3.5     5.0     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     1.9     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.4    81.0    60.4    31.4    18.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.3     9.8    11.4
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    308.5   270.3   209.7   114.2    67.2    96.8     0.0
            V      26.4    32.5    10.8    48.2    51.5    49.5    55.5
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    27.5    33.1    39.8    48.2    51.5    49.5    55.5
            M     289.3   257.6   201.1   114.2    68.0    97.3     0.0
Total     : M+    526.1   458.8   350.1   187.3   109.5   158.3     0.0
            V      31.9    43.5    27.2    70.1    75.4    72.2    82.1
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    33.1    44.1    56.2    70.1    75.4    72.2    82.1
            M     506.9   446.2   341.5   187.3   110.4   158.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    16.1    11.1    19.1    36.6    49.2    56.7    59.2
(Max)       V       6.9     5.9     6.2     5.7     4.3     2.9     1.4     0.0
Self wt.  : M       0.0    11.6     8.0    13.7    26.4    35.4    40.8    42.6
(Min)       V       5.0     4.3     4.5     4.1     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     6.3     4.3     7.5    14.4    19.3    22.3    23.3
DC(Max)     V       2.7     2.3     2.5     2.2     1.7     1.1     0.6     0.0
DL-Prec.  : M       0.0     4.5     3.1     5.4    10.4    13.9    16.0    16.8
DC(Min)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    33.1    22.8    39.3    75.5   101.3   116.8   122.0
Haunch (Max)V      14.3    12.2    12.9    11.8     8.8     5.9     2.9     0.0
Deck +    : M       0.0    23.8    16.4    28.3    54.3    72.9    84.1    87.8
Haunch (Min)V      10.3     8.8     9.3     8.5     6.3     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.9     1.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    10.1    17.5    33.6    45.0    51.9    54.2
DC(Max)     V       6.3     5.4     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.6     7.3    12.6    24.2    32.4    37.4    39.1
DC(Min)     V       4.6     3.9     4.1     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     5.4     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.1     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.3     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   211.7   147.0   249.9   458.6   591.2   674.9   694.7
            V     121.5   108.3   112.6   105.5    23.6    71.1    57.7    44.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.5   108.3   112.6   105.5    87.0    72.4    60.2    48.4
            M       0.0   212.8   148.8   249.9   439.9   563.5   632.8   640.2
Total     : M+      0.0   289.9   200.8   342.7   637.1   830.9   951.5   983.8
            V     155.2   137.1   143.1   133.3    44.5    85.1    64.7    44.4
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   155.2   137.1   143.1   133.3   107.8    86.4    67.3    48.5
            M       0.0   291.0   202.6   342.7   618.3   803.2   909.4   929.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      56.7    49.2    36.6    19.1    11.1    16.1     0.0
(Max)       V       1.4     2.9     4.3     5.7     6.2     5.9     6.9
Self wt.  : M      40.8    35.4    26.4    13.7     8.0    11.6     0.0
(Min)       V       1.0     2.1     3.1     4.1     4.5     4.3     5.0
DL-Prec.  : M      22.3    19.3    14.4     7.5     4.3     6.3     0.0
DC(Max)     V       0.6     1.1     1.7     2.2     2.5     2.3     2.7
DL-Prec.  : M      16.0    13.9    10.4     5.4     3.1     4.5     0.0
DC(Min)     V       0.4     0.8     1.2     1.6     1.8     1.7     2.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     116.8   101.3    75.5    39.3    22.8    33.1     0.0
Haunch (Max)V       2.9     5.9     8.8    11.8    12.9    12.2    14.3
Deck +    : M      84.1    72.9    54.3    28.3    16.4    23.8     0.0
Haunch (Min)V       2.1     4.2     6.3     8.5     9.3     8.8    10.3
Diaphragm : M       1.2     0.9     0.6     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.9     0.6     0.4     0.2     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      51.9    45.0    33.6    17.5    10.1    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.4     6.3
DL-Comp   : M      37.4    32.4    24.2    12.6     7.3    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.1     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     5.4     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.1     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.3     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    674.9   591.2   458.6   249.9   147.0   211.7     0.0
            V      57.7    71.1    23.6   105.5   112.6   108.3   121.5
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    60.2    72.4    87.0   105.5   112.6   108.3   121.5
            M     632.8   563.5   439.9   249.9   148.8   212.8     0.0
Total     : M+    951.5   830.9   637.1   342.7   200.8   289.9     0.0
            V      64.7    85.1    44.5   133.3   143.1   137.1   155.2
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    67.3    86.4   107.8   133.3   143.1   137.1   155.2
            M     909.4   803.2   618.3   342.7   202.6   291.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.9              6.9
Deck+Haunch            14.3             14.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.7              2.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.7             31.7
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     5.0     3.5     6.0    11.5    15.5    17.8    18.6
DC(Max)     V       2.2     1.9     2.0     1.8     1.3     0.9     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    26.5    18.2    31.4    60.4    81.0    93.4    97.6
Haunch (Max)V      11.4     9.8    10.3     9.4     7.1     4.7     2.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(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    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   108.6    74.9   128.7   243.6   320.0   362.1   367.9
            V      63.7    58.5    60.2    57.4     5.0    42.9    35.9    29.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.7    58.5    60.2    57.4    49.8    42.9    35.9    29.0
            M       0.0   108.7    75.1   128.7   241.7   320.0   362.1   367.9
Total     : M+      0.0   170.1   117.3   201.7   384.0   508.6   579.7   595.4
            V      90.2    81.2    84.2    79.3    21.4    53.9    41.5    29.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    90.2    81.2    84.2    79.3    66.2    53.9    41.5    29.1
            M       0.0   170.2   117.5   201.7   382.1   508.6   579.7   595.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
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      17.8    15.5    11.5     6.0     3.5     5.0     0.0
DC(Max)     V       0.4     0.9     1.3     1.8     2.0     1.9     2.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      93.4    81.0    60.4    31.4    18.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.3     9.8    11.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     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      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    362.1   320.0   243.6   128.7    74.9   108.6     0.0
            V      35.9    42.9     5.0    57.4    60.2    58.5    63.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.9    42.9    49.8    57.4    60.2    58.5    63.7
            M     362.1   320.0   241.7   128.7    75.1   108.7     0.0
Total     : M+    579.7   508.6   384.0   201.7   117.3   170.1     0.0
            V      41.5    53.9    21.4    79.3    84.2    81.2    90.2
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    41.5    53.9    66.2    79.3    84.2    81.2    90.2
            M     579.7   508.6   382.1   201.7   117.5   170.2     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.032   0.022   0.038   0.073   0.098   0.113   0.118
Bottom        -0.000  -0.024  -0.017  -0.029  -0.056  -0.075  -0.086  -0.090
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.167   0.115   0.199   0.382   0.513   0.591   0.617
Bottom        -0.000  -0.128  -0.088  -0.152  -0.291  -0.391  -0.451  -0.471
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.008   0.013   0.025   0.034   0.039   0.041
Precast-top   -0.000   0.003   0.002   0.004   0.007   0.010   0.011   0.011
Bottom        -0.000  -0.028  -0.019  -0.033  -0.064  -0.085  -0.098  -0.103
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.006   0.011   0.015   0.017   0.018
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Topping-top   -0.000   0.113   0.079   0.134   0.246   0.317   0.362   0.372
Precast-top   -0.000   0.032   0.022   0.038   0.069   0.089   0.102   0.105
Bottom        -0.000  -0.286  -0.201  -0.338  -0.620  -0.800  -0.913  -0.940
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.129   0.090   0.153   0.282   0.365   0.418   0.431 
Precast-top    0.014   0.401   0.279   0.460   0.805   1.049   1.197   1.246 
Bottom         0.306   1.223   0.919   1.123   0.562   0.182  -0.051  -0.119 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.011   0.019   0.036   0.049   0.056   0.059 
Precast-top    0.014   0.369   0.257   0.422   0.736   0.960   1.095   1.141 
Bottom         0.306   1.509   1.120   1.461   1.182   0.982   0.862   0.821 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.600   0.600   0.400   0.400   0.400   0.400   0.400 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.032   0.022   0.038   0.073   0.098   0.113   0.118
Bottom        -0.000  -0.024  -0.017  -0.029  -0.056  -0.075  -0.086  -0.090
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.167   0.115   0.199   0.382   0.513   0.591   0.617
Bottom        -0.000  -0.128  -0.088  -0.152  -0.291  -0.391  -0.451  -0.471
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.008   0.013   0.025   0.034   0.039   0.041
Precast-top   -0.000   0.003   0.002   0.004   0.007   0.010   0.011   0.011
Bottom        -0.000  -0.028  -0.019  -0.033  -0.064  -0.085  -0.098  -0.103
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.006   0.011   0.015   0.017   0.018
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Topping-top   -0.000   0.091   0.063   0.107   0.197   0.253   0.289   0.298
Precast-top   -0.000   0.026   0.018   0.030   0.055   0.071   0.081   0.084
Bottom        -0.000  -0.229  -0.161  -0.270  -0.496  -0.640  -0.730  -0.752
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.107   0.074   0.126   0.233   0.302   0.345   0.356 
Precast-top    0.014   0.394   0.275   0.452   0.791   1.031   1.176   1.225 
Bottom         0.306   1.280   0.959   1.191   0.686   0.342   0.131   0.069 
 

 
 
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    1.68    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.102   0.070   0.121   0.228   0.300   0.339   0.345
Precast-top   -0.000   0.029   0.020   0.034   0.064   0.084   0.095   0.097
Bottom        -0.000  -0.257  -0.179  -0.305  -0.577  -0.758  -0.857  -0.871
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.110   0.076   0.130   0.247   0.324   0.368   0.374 
Precast-top    0.007   0.213   0.148   0.245   0.432   0.564   0.643   0.668 
Bottom         0.153   0.497   0.381   0.426   0.014  -0.267  -0.426  -0.461 
 

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
    155.2    6.0   37.4    0.164   0.0   6.00e-3 50.0    158.7     1.014    0.533      1.09
      0.0    0.2   37.3     31.5 0.154      13.8 0.87    12.00     0.085    0.564*
Transfer:   3.00
    137.1    6.0   37.4    0.984   0.0   3.15e-3 40.0    130.0     0.593    1.316      0.00
    291.0    1.2   36.8    189.0 0.138      22.3 1.43    12.00     0.085    1.811 
Critical:   3.56
    132.9    6.0   37.4    1.018   0.0   2.53e-3 37.8    121.8     0.515    1.180      0.00
    349.3    1.3   36.8    189.0 0.134      25.9 1.66    12.00     0.085    1.868 
0.1L    :   3.52
    133.3    6.0   37.4    1.015   0.0   2.59e-3 38.1    122.7     0.523    1.263      0.00
    342.7    1.2   36.8    189.0 0.134      25.4 1.63    12.00     0.085    1.861 
0.2L    :   7.03
    107.8    6.0   37.4    1.222   0.0   2.28e-3 37.0     92.3     0.379    0.765      0.00
    618.3    1.5   36.6    189.0 0.109      27.6 1.77    24.00     0.085    1.784 
0.3L    :  10.55
     86.4    6.0   37.4    1.430   0.0   1.96e-3 35.9     65.9     0.261    0.765      0.00
    803.2    1.7   36.5    189.0 0.088      30.1 1.94    24.00     0.085    2.327 
0.4L    :  14.07
     67.3    6.0   37.4    1.519   0.0   1.83e-3 35.4     43.5     0.170    0.300      0.00
    909.4    1.9   36.5    189.0 0.068      31.2 2.02    24.00     0.085    1.447 
0.5L    :  17.58
     48.5    6.0   37.4    1.519   0.0   1.55e-3 34.4     19.6     0.085    0.300      0.00
    929.3    1.9   36.5    189.0 0.049      34.3 2.22    24.00     0.085    2.117 
0.6L    :  21.10
     67.3    6.0   37.4    1.519   0.0   1.83e-3 35.4     43.5     0.170    0.300      0.00
    909.4    1.9   36.5    189.0 0.068      31.2 2.02    24.00     0.085    1.447 
0.7L    :  24.62
     86.4    6.0   37.4    1.430   0.0   1.96e-3 35.9     65.9     0.261    0.765      0.00
    803.2    1.7   36.5    189.0 0.088      30.1 1.94    24.00     0.085    2.327 
0.8L    :  28.13
    107.8    6.0   37.4    1.222   0.0   2.28e-3 37.0     92.3     0.379    0.765      0.00
    618.3    1.5   36.6    189.0 0.109      27.6 1.77    24.00     0.085    1.784 
0.9L    :  31.65
    133.3    6.0   37.4    1.015   0.0   2.59e-3 38.1    122.7     0.523    1.263      0.00
    342.7    1.2   36.8    189.0 0.134      25.4 1.63    12.00     0.085    1.861 
Critical:  31.60
    132.9    6.0   37.4    1.018   0.0   2.53e-3 37.8    121.8     0.515    1.180      0.00
    349.3    1.3   36.8    189.0 0.134      25.9 1.66    12.00     0.085    1.868 
Transfer:  32.17
    137.1    6.0   37.4    0.984   0.0   3.15e-3 40.0    130.0     0.593    1.316      0.00
    291.0    1.2   36.8    189.0 0.138      22.3 1.43    12.00     0.085    1.811 
Bearing :  34.67
    155.2    6.0   37.4    0.164   0.0   6.00e-3 50.0    158.7     1.014    0.533      1.09
      0.0    0.2   37.3     31.5 0.154      13.8 0.87    12.00     0.085    0.564*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.77
 
 
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 = 9.00(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
    155.2      4.63     37.39    0.20       37.29    24.00      0.090      1.317      0.421      0.533 
Transfer:      2.50
    137.1      4.14     37.39    1.21       36.79    24.00      0.090      1.155      0.324      0.533 
Critical:      3.06
    133.0      4.02     37.39    1.25       36.77    24.00      0.090      1.115      0.300      0.480 
0.1L    :      3.02
    133.3      4.03     37.39    1.25       36.77    24.00      0.090      1.118      0.302      0.480 
0.2L    :      6.53
    107.8      3.27     37.39    1.50       36.64    24.00      0.090      0.865      0.150      0.300 
0.3L    :     10.05
     86.4      2.63     37.39    1.75       36.52    24.00      0.090      0.651      0.022      0.300 
0.4L    :     13.57
     67.3      2.05     37.39    1.86       36.47    24.00      0.090      0.458      0.000      0.300 
0.5L    :     17.08
     48.5      1.48     37.39    1.86       36.47    24.00      0.090      0.268      0.000      0.300 
0.6L    :     20.60
     67.3      2.05     37.39    1.86       36.47    24.00      0.090      0.458      0.000      0.300 
0.7L    :     24.12
     86.4      2.63     37.39    1.75       36.52    24.00      0.090      0.651      0.022      0.300 
0.8L    :     27.63
    107.8      3.27     37.39    1.50       36.64    24.00      0.090      0.865      0.150      0.300 
0.9L    :     31.15
    133.3      4.03     37.39    1.25       36.77    24.00      0.090      1.118      0.302      0.480 
Critical:     31.10
    133.0      4.02     37.39    1.25       36.77    24.00      0.090      1.115      0.300      0.480 
Transfer:     31.67
    137.1      4.14     37.39    1.21       36.79    24.00      0.090      1.155      0.324      0.533 
Bearing :     34.17
    155.2      4.63     37.39    0.20       37.29    24.00      0.090      1.317      0.421      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                       -0.039  2.30     -0.089
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 6.53 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                       -0.079  2.30     -0.183
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 10.05 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                       -0.111  2.30     -0.256
DL-Prec. (DC)  :                       -0.021  3.00     -0.064
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 13.57 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                       -0.132  2.30     -0.303
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.001  3.00     -0.004
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     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 17.08 ft
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                       -0.139  2.30     -0.319
DL-Prec. (DC)  :                       -0.026  3.00     -0.079
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.044
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 20.60 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                       -0.132  2.30     -0.303
DL-Prec. (DC)  :                       -0.025  3.00     -0.075
Diaphragm      :                       -0.001  3.00     -0.004
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     -0.018
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 24.12 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                       -0.111  2.30     -0.256
DL-Prec. (DC)  :                       -0.021  3.00     -0.064
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.012  3.00     -0.035
DL-Comp. (DW)  :                       -0.005  3.00     -0.016
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 27.63 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                       -0.079  2.30     -0.183
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.008  3.00     -0.025
DL-Comp. (DW)  :                       -0.004  3.00     -0.011
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 31.15 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                       -0.039  2.30     -0.089
DL-Prec. (DC)  :                       -0.007  3.00     -0.022
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.004  3.00     -0.012
DL-Comp. (DW)  :                       -0.002  3.00     -0.005
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
   289.9    31.8  1.265  266.6    1.4   1.21    877.0  0.078T 1.00       -       -     -     -  
H/2     :   1.68
   200.8    31.8  0.918  267.5    1.0   0.88    642.0  0.108T 1.00       -       -     -     -  
0.1L    :   3.02
   342.7    31.8  1.304  266.5    1.5   1.25    903.3  0.075T 1.00       -       -     -     -  
0.2L    :   6.53
   637.1    31.8  1.572  265.8    1.8   1.50   1081.2  0.062T 1.00       -       -     -     -  
0.3L    :  10.05
   830.9    31.8  1.839  265.1    2.1   1.75   1256.7  0.053T 1.00       -       -     -     -  
0.4L    :  13.57
   951.5    31.8  1.953  264.8    2.2   1.86   1330.8  0.050T 1.00   1018.8  1018.8    1.31    -  
0.5L    :  17.08
   983.8    31.8  1.953  264.8    2.2   1.86   1330.8  0.050T 1.00   1011.4  1011.4    1.32    -  
0.6L    :  20.60
   951.5    31.8  1.953  264.8    2.2   1.86   1330.8  0.050T 1.00   1018.8  1018.8    1.31    -  
0.7L    :  24.12
   830.9    31.8  1.839  265.1    2.1   1.75   1256.7  0.053T 1.00       -       -     -     -  
0.8L    :  27.63
   637.1    31.8  1.572  265.8    1.8   1.50   1081.2  0.062T 1.00       -       -     -     -  
0.9L    :  31.15
   342.7    31.8  1.304  266.5    1.5   1.25    903.3  0.075T 1.00       -       -     -     -  
H/2     :  32.49
   200.8    31.8  0.918  267.5    1.0   0.88    642.0  0.108T 1.00       -       -     -     -  
Transfer:  31.67
   289.9    31.8  1.265  266.6    1.4   1.21    877.0  0.078T 1.00       -       -     -     -  

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

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

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

  1   2 E   2.00 Ft    -0.169
        M   2.00 Fb     0.593
 
  2   1 E  29.00 Ft     0.302
        M  29.00 Fb     0.465
 
  3   1 E  27.00 Ft     0.729
        M  27.00 Fb     0.372
 
  4   1 E   4.00 Ft     0.640
        M   4.00 Fb     0.672
 
  5   2 E   4.00 Ft     0.461
        M   4.00 Fb     1.272
 
  6   2 E   2.00 Ft     0.193
        M   2.00 Fb     1.940
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   0           No. of strands, Straight:   9
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.82 %               Final losses: 14.40 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.940     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       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)                  1330.79      983.79     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   0.431     Midspan    1.800   0.059     Midspan
    Pre.Top:   3.000   1.246     Midspan    2.250   1.141     Midspan
    Pre.Bot:   3.000   1.223    Transfer    2.250   1.509    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.014     Bearing
    Pre.Bot:  -0.420   0.069     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.668     Midspan
    Pre.Bot:                                                             2.000   0.497    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                       -0.139  2.30     -0.319
DL-Prec. (DC)  :                       -0.026  3.00     -0.079
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.015  3.00     -0.044
DL-Comp. (DW)  :                       -0.006  3.00     -0.019
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-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 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       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.08 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.715   (Calculated)    
Live Moment (1  lane  loaded)  : 0.553   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.063   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.890   (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                  =        311.5 in2           1012.1 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           144770 in4#
Ht. of c.g.           =        14.05 in             29.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf           1057.8 plf   
Mom. of Inertia (Iyy) =       4083.0 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     1.68     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.5    323.2    320.0    323.2    323.2    323.2    323.2    323.2
  Yb      ,  in    14.02    13.85    13.90    13.85    13.85    13.85    13.85    13.85
  MI(Ixx) , in4    34143    34437    34342    34437    34437    34437    34437    34437
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1014.0   1023.1   1020.1   1023.1   1023.1   1023.1   1023.1   1023.1
  Yb      ,  in    29.44    29.25    29.31    29.25    29.25    29.25    29.25    29.25
  MI(Ixx) , in4   145582   149597   148284   149597   149597   149597   149597   149597

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.44 in):
     4 @  2.000 in     3 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.084 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.106 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.124 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)       
-------------------------------------------------------------------------------------
       316.503         740 234.212      2.818 11410.983   249.704      53.308        
 
 
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       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.63       3.5630      4.4501     No
      2      US#5[M16]       60.00        0.62      13.62       4.4501      5.5899     No
      2      US#5[M16]       60.00        0.62      16.00*      5.5899     13.5830     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      3.9800    Yes
      2      US#4[M13]       60.00        0.40      11.25       3.9800      4.9199    Yes
      2      US#4[M13]       60.00        0.40      16.00*      4.9199     30.2470    Yes
      2      US#4[M13]       60.00        0.40      11.25      30.2470     31.1870    Yes
      2      US#4[M13]       60.00        0.40      10.00      31.1870     32.0210    Yes
      2      US#5[M16]       60.00        0.62      16.00*     21.5840     29.5771     No
      2      US#5[M16]       60.00        0.62      13.62      29.5771     30.7169     No
      2      US#5[M16]       60.00        0.62      10.63      30.7169     31.6040     No
      2      US#5[M16]       60.00        0.62       9.50      31.6040     32.3960     No
      2      US#5[M16]       60.00        0.62       9.00      32.3960     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.0210     35.0210    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  8.44 in
         P_init    =      382.8 kips  Ecc =  5.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.44 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.50 ksi    0.00 ksi
    due to Composite Loads                                 -0.70 ksi    0.00 ksi
    due to Live Loads                                      -3.78 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                        11.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.44 ksi  ( 4.82 %)            18.51 ksi ( 9.44 %)
Total Prestress Losses                                    27.95 ksi (14.26 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.1 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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   129.6    90.0   153.0   280.8   362.0   413.2   425.3
            V      85.6    76.3    79.4    74.4    16.7    50.1    40.7    31.2
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    85.6    76.3    79.4    74.4    61.3    51.0    42.5    34.1
            M       0.0   130.3    91.1   153.0   269.3   345.0   387.4   392.0
Total     : M+      0.0   191.6   132.7   226.6   422.3   552.2   632.8   655.1
            V     112.4    99.2   103.5    96.4    33.2    61.2    46.3    31.4
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   112.4    99.2   103.5    96.4    77.9    62.1    48.1    34.3
            M       0.0   192.3   133.8   226.6   410.8   535.2   607.0   621.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    413.2   362.0   280.8   153.0    90.0   129.6     0.0
            V      40.7    50.1    16.7    74.4    79.4    76.3    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.5    51.0    61.3    74.4    79.4    76.3    85.6
            M     387.4   345.0   269.3   153.0    91.1   130.3     0.0
Total     : M+    632.8   552.2   422.3   226.6   132.7   191.6     0.0
            V      46.3    61.2    33.2    96.4   103.5    99.2   112.4
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    48.1    62.1    77.9    96.4   103.5    99.2   112.4
            M     607.0   535.2   410.8   226.6   133.8   192.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                5.5              5.5
Deck+Haunch            12.5             12.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.2              1.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.4             25.4
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   103.7    72.0   122.4   224.6   289.6   330.6   340.3
            V      68.5    61.0    63.5    59.5    13.3    40.1    32.5    25.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.5    61.0    63.5    59.5    49.0    40.8    34.0    27.3
            M       0.0   104.2    72.9   122.4   215.5   276.0   310.0   313.6
Total     : M+      0.0   165.7   114.7   196.0   366.2   479.8   550.1   570.0
            V      95.2    83.9    87.6    81.6    29.9    51.2    38.2    25.1
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    95.2    83.9    87.6    81.6    65.6    51.9    39.6    27.4
            M       0.0   166.2   115.6   196.0   357.0   466.2   529.5   543.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    330.6   289.6   224.6   122.4    72.0   103.7     0.0
            V      32.5    40.1    13.3    59.5    63.5    61.0    68.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.0    40.8    49.0    59.5    63.5    61.0    68.5
            M     310.0   276.0   215.5   122.4    72.9   104.2     0.0
Total     : M+    550.1   479.8   366.2   196.0   114.7   165.7     0.0
            V      38.2    51.2    29.9    81.6    87.6    83.9    95.2
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    39.6    51.9    65.6    81.6    87.6    83.9    95.2
            M     529.5   466.2   357.0   196.0   115.6   166.2     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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    16.1    11.1    19.1    36.6    49.2    56.7    59.2
(Max)       V       6.9     5.9     6.2     5.7     4.3     2.9     1.4     0.0
Self wt.  : M       0.0    11.6     8.0    13.7    26.4    35.4    40.8    42.6
(Min)       V       5.0     4.3     4.5     4.1     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     3.5     2.4     4.1     7.9    10.7    12.3    12.8
DC(Max)     V       1.5     1.3     1.4     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     2.5     1.7     3.0     5.7     7.7     8.8     9.2
DC(Min)     V       1.1     0.9     1.0     0.9     0.7     0.4     0.2     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    36.3    25.0    43.1    82.7   111.1   128.1   133.8
Haunch (Max)V      15.7    13.4    14.1    12.9     9.7     6.4     3.2     0.0
Deck +    : M       0.0    26.1    18.0    31.0    59.6    80.0    92.2    96.3
Haunch (Min)V      11.3     9.6    10.2     9.3     7.0     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.2     1.8     2.4     3.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    10.1    17.5    33.6    45.0    51.9    54.2
DC(Max)     V       6.3     5.4     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.6     7.3    12.6    24.2    32.4    37.4    39.1
DC(Min)     V       4.6     3.9     4.1     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     5.4     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.1     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.3     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   226.8   157.5   267.7   491.4   633.4   723.1   744.4
            V     149.8   133.5   138.9   130.2    29.2    87.7    71.2    54.6
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   149.8   133.5   138.9   130.2   107.3    89.3    74.3    59.7
            M       0.0   228.0   159.4   267.7   471.3   603.8   678.0   685.9
Total     : M+      0.0   305.6   211.7   361.3   671.3   875.2  1002.2  1036.3
            V     183.8   162.6   169.6   158.2    50.2   101.8    78.3    54.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   183.8   162.6   169.6   158.2   128.3   103.4    81.4    59.9
            M       0.0   306.8   213.7   361.3   651.2   845.5   957.1   977.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      56.7    49.2    36.6    19.1    11.1    16.1     0.0
(Max)       V       1.4     2.9     4.3     5.7     6.2     5.9     6.9
Self wt.  : M      40.8    35.4    26.4    13.7     8.0    11.6     0.0
(Min)       V       1.0     2.1     3.1     4.1     4.5     4.3     5.0
DL-Prec.  : M      12.3    10.7     7.9     4.1     2.4     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.4     1.3     1.5
DL-Prec.  : M       8.8     7.7     5.7     3.0     1.7     2.5     0.0
DC(Min)     V       0.2     0.4     0.7     0.9     1.0     0.9     1.1
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     128.1   111.1    82.7    43.1    25.0    36.3     0.0
Haunch (Max)V       3.2     6.4     9.7    12.9    14.1    13.4    15.7
Deck +    : M      92.2    80.0    59.6    31.0    18.0    26.1     0.0
Haunch (Min)V       2.3     4.6     7.0     9.3    10.2     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      51.9    45.0    33.6    17.5    10.1    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.4     6.3
DL-Comp   : M      37.4    32.4    24.2    12.6     7.3    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.1     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     5.4     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.1     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.3     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    723.1   633.4   491.4   267.7   157.5   226.8     0.0
            V      71.2    87.7    29.2   130.2   138.9   133.5   149.8
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    74.3    89.3   107.3   130.2   138.9   133.5   149.8
            M     678.0   603.8   471.3   267.7   159.4   228.0     0.0
Total     : M+   1002.2   875.2   671.3   361.3   211.7   305.6     0.0
            V      78.3   101.8    50.2   158.2   169.6   162.6   183.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.4   103.4   128.3   158.2   169.6   162.6   183.8
            M     957.1   845.5   651.2   361.3   213.7   306.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.9              6.9
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.7             31.7
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     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     0.2     0.4     0.9     1.4     1.9     2.4
(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    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0    93.8    64.7   111.1   210.4   276.3   312.7   317.7
            V      65.8    60.4    62.2    59.3     5.2    44.3    37.1    29.9
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    65.8    60.4    62.2    59.3    51.4    44.3    37.1    29.9
            M       0.0    93.9    64.9   111.1   208.7   276.3   312.7   317.7
Total     : M+      0.0   155.8   107.4   184.7   351.9   466.5   532.3   547.4
            V      92.5    83.3    86.3    81.4    21.7    55.4    42.7    30.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.5    83.3    86.3    81.4    68.0    55.4    42.7    30.1
            M       0.0   155.9   107.6   184.7   350.2   466.5   532.3   547.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
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       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     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      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    312.7   276.3   210.4   111.1    64.7    93.8     0.0
            V      37.1    44.3     5.2    59.3    62.2    60.4    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    37.1    44.3    51.4    59.3    62.2    60.4    65.8
            M     312.7   276.3   208.7   111.1    64.9    93.9     0.0
Total     : M+    532.3   466.5   351.9   184.7   107.4   155.8     0.0
            V      42.7    55.4    21.7    81.4    86.3    83.3    92.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.7    55.4    68.0    81.4    86.3    83.3    92.5
            M     532.3   466.5   350.2   184.7   107.6   155.9     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.012   0.021   0.040   0.054   0.062   0.065
Bottom        -0.000  -0.013  -0.009  -0.016  -0.031  -0.041  -0.047  -0.050
 
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   0.002   0.002   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.007  -0.009  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.184   0.126   0.218   0.419   0.562   0.648   0.677
Bottom        -0.000  -0.140  -0.097  -0.166  -0.319  -0.429  -0.494  -0.516
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.012   0.024   0.032   0.036   0.038
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.009   0.010
Bottom        -0.000  -0.028  -0.019  -0.033  -0.063  -0.085  -0.097  -0.102
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.005   0.010   0.014   0.016   0.017
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.043  -0.045
 
LL+I(+)
Topping-top   -0.000   0.114   0.079   0.134   0.247   0.318   0.363   0.373
Precast-top   -0.000   0.029   0.020   0.034   0.062   0.080   0.091   0.094
Bottom        -0.000  -0.304  -0.213  -0.359  -0.659  -0.849  -0.970  -0.998
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.129   0.090   0.152   0.281   0.364   0.416   0.428 
Precast-top    0.014   0.399   0.279   0.459   0.803   1.048   1.196   1.247 
Bottom         0.306   1.203   0.905   1.100   0.518   0.126  -0.116  -0.187 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.010   0.018   0.034   0.046   0.053   0.055 
Precast-top    0.014   0.371   0.259   0.425   0.741   0.968   1.105   1.153 
Bottom         0.306   1.507   1.118   1.459   1.177   0.975   0.853   0.811 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.600   0.600   0.400   0.400   0.400   0.400   0.400 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.012   0.021   0.040   0.054   0.062   0.065
Bottom        -0.000  -0.013  -0.009  -0.016  -0.031  -0.041  -0.047  -0.050
 
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   0.002   0.002   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.007  -0.009  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.184   0.126   0.218   0.419   0.562   0.648   0.677
Bottom        -0.000  -0.140  -0.097  -0.166  -0.319  -0.429  -0.494  -0.516
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.012   0.024   0.032   0.036   0.038
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.009   0.010
Bottom        -0.000  -0.028  -0.019  -0.033  -0.063  -0.085  -0.097  -0.102
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.005   0.010   0.014   0.016   0.017
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.043  -0.045
 
LL+I(+)
Topping-top   -0.000   0.091   0.063   0.107   0.197   0.254   0.290   0.299
Precast-top   -0.000   0.023   0.016   0.027   0.050   0.064   0.073   0.075
Bottom        -0.000  -0.243  -0.171  -0.287  -0.527  -0.679  -0.776  -0.798
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.106   0.074   0.125   0.231   0.300   0.343   0.354 
Precast-top    0.014   0.394   0.275   0.452   0.791   1.032   1.178   1.228 
Bottom         0.306   1.264   0.948   1.172   0.650   0.296   0.078   0.013 
 

 
 
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    1.68    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.082   0.057   0.098   0.185   0.243   0.275   0.279
Precast-top   -0.000   0.021   0.014   0.024   0.046   0.061   0.069   0.070
Bottom        -0.000  -0.220  -0.154  -0.261  -0.494  -0.648  -0.734  -0.746
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.062   0.106   0.202   0.265   0.301   0.306 
Precast-top    0.007   0.206   0.144   0.237   0.417   0.545   0.622   0.647 
Bottom         0.153   0.534   0.406   0.469   0.095  -0.161  -0.307  -0.340 
 

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
    183.8    6.0   37.4    0.164   0.0   6.00e-3 50.0    190.4     1.217    0.533      1.54
      0.0    0.2   37.3     31.5 0.183      13.8 0.87    12.00     0.085    0.476*
Transfer:   3.00
    162.6    6.0   37.4    0.982   0.0   4.98e-3 46.4    164.8     0.941    1.316      0.00
    306.8    1.1   36.8    189.0 0.163      15.8 1.01    12.00     0.085    1.364 
Critical:   3.57
    157.6    6.0   37.4    1.017   0.0   4.25e-3 43.9    157.2     0.821    1.180      0.00
    368.5    1.1   36.8    189.0 0.159      17.9 1.15    12.00     0.085    1.393 
0.1L    :   3.52
    158.2    6.0   37.4    1.013   0.0   4.33e-3 44.1    158.1     0.834    1.263      0.00
    361.3    1.1   36.8    189.0 0.159      17.7 1.13    12.00     0.085    1.464 
0.2L    :   7.03
    128.3    6.0   37.4    1.221   0.0   3.18e-3 40.1    120.5     0.553    0.765      0.00
    651.2    1.4   36.7    189.0 0.129      22.1 1.42    12.00     0.085    1.324 
0.3L    :  10.55
    103.4    6.0   37.4    1.428   0.0   2.72e-3 38.5     90.4     0.393    0.765      0.00
    845.5    1.6   36.6    189.0 0.105      24.5 1.58    24.00     0.085    1.744 
0.4L    :  14.07
     81.4    6.0   37.4    1.519   0.0   2.51e-3 37.8     64.7     0.274    0.300      0.00
    957.1    1.7   36.5    189.0 0.083      25.8 1.67    24.00     0.085    1.067 
0.5L    :  17.58
     59.9    6.0   37.4    1.519   0.0   2.17e-3 36.6     38.2     0.155    0.300      0.00
    977.9    1.7   36.5    189.0 0.061      28.3 1.83    24.00     0.085    1.536 
0.6L    :  21.10
     81.4    6.0   37.4    1.519   0.0   2.51e-3 37.8     64.7     0.274    0.300      0.00
    957.1    1.7   36.5    189.0 0.083      25.8 1.67    24.00     0.085    1.067 
0.7L    :  24.62
    103.4    6.0   37.4    1.428   0.0   2.72e-3 38.5     90.4     0.393    0.765      0.00
    845.5    1.6   36.6    189.0 0.105      24.5 1.58    24.00     0.085    1.744 
0.8L    :  28.13
    128.3    6.0   37.4    1.221   0.0   3.18e-3 40.1    120.5     0.553    0.765      0.00
    651.2    1.4   36.7    189.0 0.129      22.1 1.42    12.00     0.085    1.324 
0.9L    :  31.65
    158.2    6.0   37.4    1.013   0.0   4.33e-3 44.1    158.1     0.834    1.263      0.00
    361.3    1.1   36.8    189.0 0.159      17.7 1.13    12.00     0.085    1.464 
Critical:  31.60
    157.6    6.0   37.4    1.017   0.0   4.25e-3 43.9    157.2     0.821    1.180      0.00
    368.5    1.1   36.8    189.0 0.159      17.9 1.15    12.00     0.085    1.393 
Transfer:  32.17
    162.6    6.0   37.4    0.982   0.0   4.98e-3 46.4    164.8     0.941    1.316      0.00
    306.8    1.1   36.8    189.0 0.163      15.8 1.01    12.00     0.085    1.364 
Bearing :  34.67
    183.8    6.0   37.4    0.164   0.0   6.00e-3 50.0    190.4     1.217    0.533      1.54
      0.0    0.2   37.3     31.5 0.183      13.8 0.87    12.00     0.085    0.476*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.77
 
 
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 = 9.00(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
    183.8      5.48     37.39    0.19       37.30    24.00      0.090      1.600      0.591      0.533*
Transfer:      2.50
    162.6      4.90     37.39    1.10       36.84    24.00      0.090      1.409      0.477      0.533 
Critical:      3.07
    157.7      4.76     37.39    1.14       36.82    24.00      0.090      1.362      0.448      0.480 
0.1L    :      3.02
    158.2      4.77     37.39    1.14       36.83    24.00      0.090      1.366      0.451      0.480 
0.2L    :      6.53
    128.3      3.88     37.39    1.37       36.71    24.00      0.090      1.070      0.273      0.300 
0.3L    :     10.05
    103.4      3.14     37.39    1.59       36.60    24.00      0.090      0.822      0.124      0.300 
0.4L    :     13.57
     81.4      2.48     37.39    1.69       36.55    24.00      0.090      0.600      0.000      0.300 
0.5L    :     17.08
     59.9      1.82     37.39    1.69       36.55    24.00      0.090      0.382      0.000      0.300 
0.6L    :     20.60
     81.4      2.48     37.39    1.69       36.55    24.00      0.090      0.600      0.000      0.300 
0.7L    :     24.12
    103.4      3.14     37.39    1.59       36.60    24.00      0.090      0.822      0.124      0.300 
0.8L    :     27.63
    128.3      3.88     37.39    1.37       36.71    24.00      0.090      1.070      0.273      0.300 
0.9L    :     31.15
    158.2      4.77     37.39    1.14       36.83    24.00      0.090      1.366      0.451      0.480 
Critical:     31.10
    157.7      4.76     37.39    1.14       36.82    24.00      0.090      1.362      0.448      0.480 
Transfer:     31.67
    162.6      4.90     37.39    1.10       36.84    24.00      0.090      1.409      0.477      0.533 
Bearing :     34.17
    183.8      5.48     37.39    0.19       37.30    24.00      0.090      1.600      0.591      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.090            0.161            0.193
 
At 0.2 x L = 6.53 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.285            0.342
 
At 0.3 x L = 10.05 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.208            0.371            0.445
 
At 0.4 x L = 13.57 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.236            0.422            0.505
 
At 0.5 x L = 17.08 ft
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.246            0.438            0.525
 
At 0.6 x L = 20.60 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.236            0.422            0.505
 
At 0.7 x L = 24.12 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.208            0.371            0.445
 
At 0.8 x L = 27.63 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.285            0.342
 
At 0.9 x L = 31.15 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.090            0.161            0.193
 

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
   305.6    31.8  1.263  266.9    1.3   1.10    878.0  0.086T 1.00       -       -     -     -  
H/2     :   1.68
   211.7    31.8  0.917  267.8    0.9   0.80    642.2  0.119T 1.00       -       -     -     -  
0.1L    :   3.02
   361.3    31.8  1.302  266.8    1.3   1.14    904.5  0.083T 1.00       -       -     -     -  
0.2L    :   6.53
   671.3    31.8  1.569  266.2    1.6   1.37   1083.4  0.068T 1.00       -       -     -     -  
0.3L    :  10.05
   875.2    31.8  1.836  265.5    1.9   1.59   1260.1  0.058T 1.00       -       -     -     -  
0.4L    :  13.57
  1002.2    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1024.4  1024.4    1.30    -  
0.5L    :  17.08
  1036.3    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1016.5  1016.5    1.31    -  
0.6L    :  20.60
  1002.2    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1024.4  1024.4    1.30    -  
0.7L    :  24.12
   875.2    31.8  1.836  265.5    1.9   1.59   1260.1  0.058T 1.00       -       -     -     -  
0.8L    :  27.63
   671.3    31.8  1.569  266.2    1.6   1.37   1083.4  0.068T 1.00       -       -     -     -  
0.9L    :  31.15
   361.3    31.8  1.302  266.8    1.3   1.14    904.5  0.083T 1.00       -       -     -     -  
H/2     :  32.49
   211.7    31.8  0.917  267.8    0.9   0.80    642.2  0.119T 1.00       -       -     -     -  
Transfer:  31.67
   305.6    31.8  1.263  266.9    1.3   1.10    878.0  0.086T 1.00       -       -     -     -  

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

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

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

  1   2 E   2.00 Ft    -0.169
        M   2.00 Fb     0.593
 
  2   1 E  29.00 Ft     0.302
        M  29.00 Fb     0.465
 
  3   1 E  27.00 Ft     0.729
        M  27.00 Fb     0.372
 
  4   1 E   4.00 Ft     0.640
        M   4.00 Fb     0.672
 
  5   2 E   4.00 Ft     0.461
        M   4.00 Fb     1.272
 
  6   2 E   2.00 Ft     0.193
        M   2.00 Fb     1.940
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   0           No. of strands, Straight:   9
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.82 %               Final losses: 14.26 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.940     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       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)                  1336.56     1036.31     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   0.428     Midspan    1.800   0.055     Midspan
    Pre.Top:   3.000   1.247     Midspan    2.250   1.153     Midspan
    Pre.Bot:   3.000   1.203    Transfer    2.250   1.507    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.014     Bearing
    Pre.Bot:  -0.420   0.013     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.647     Midspan
    Pre.Bot:                                                             2.000   0.534    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.246            0.438            0.525
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 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       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.08 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.715   (Calculated)    
Live Moment (1  lane  loaded)  : 0.553   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.063   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.890   (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                  =        311.5 in2           1012.1 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           144770 in4#
Ht. of c.g.           =        14.05 in             29.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf           1057.8 plf   
Mom. of Inertia (Iyy) =       4083.0 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     1.68     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.5    323.2    320.0    323.2    323.2    323.2    323.2    323.2
  Yb      ,  in    14.02    13.85    13.90    13.85    13.85    13.85    13.85    13.85
  MI(Ixx) , in4    34143    34437    34342    34437    34437    34437    34437    34437
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1014.0   1023.1   1020.1   1023.1   1023.1   1023.1   1023.1   1023.1
  Yb      ,  in    29.44    29.25    29.31    29.25    29.25    29.25    29.25    29.25
  MI(Ixx) , in4   145582   149597   148284   149597   149597   149597   149597   149597

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.44 in):
     4 @  2.000 in     3 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.084 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.106 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.124 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)       
-------------------------------------------------------------------------------------
       316.503         740 234.212      2.818 11410.983   249.704      53.308        
 
 
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       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.63       3.5630      4.4501     No
      2      US#5[M16]       60.00        0.62      13.62       4.4501      5.5899     No
      2      US#5[M16]       60.00        0.62      16.00*      5.5899     13.5830     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      3.9800    Yes
      2      US#4[M13]       60.00        0.40      11.25       3.9800      4.9199    Yes
      2      US#4[M13]       60.00        0.40      16.00*      4.9199     30.2470    Yes
      2      US#4[M13]       60.00        0.40      11.25      30.2470     31.1870    Yes
      2      US#4[M13]       60.00        0.40      10.00      31.1870     32.0210    Yes
      2      US#5[M16]       60.00        0.62      16.00*     21.5840     29.5771     No
      2      US#5[M16]       60.00        0.62      13.62      29.5771     30.7169     No
      2      US#5[M16]       60.00        0.62      10.63      30.7169     31.6040     No
      2      US#5[M16]       60.00        0.62       9.50      31.6040     32.3960     No
      2      US#5[M16]       60.00        0.62       9.00      32.3960     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.0210     35.0210    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  8.44 in
         P_init    =      382.8 kips  Ecc =  5.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.44 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.50 ksi    0.00 ksi
    due to Composite Loads                                 -0.70 ksi    0.00 ksi
    due to Live Loads                                      -3.78 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                        11.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.44 ksi  ( 4.82 %)            18.51 ksi ( 9.44 %)
Total Prestress Losses                                    27.95 ksi (14.26 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.1 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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   129.6    90.0   153.0   280.8   362.0   413.2   425.3
            V      85.6    76.3    79.4    74.4    16.7    50.1    40.7    31.2
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    85.6    76.3    79.4    74.4    61.3    51.0    42.5    34.1
            M       0.0   130.3    91.1   153.0   269.3   345.0   387.4   392.0
Total     : M+      0.0   191.6   132.7   226.6   422.3   552.2   632.8   655.1
            V     112.4    99.2   103.5    96.4    33.2    61.2    46.3    31.4
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   112.4    99.2   103.5    96.4    77.9    62.1    48.1    34.3
            M       0.0   192.3   133.8   226.6   410.8   535.2   607.0   621.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    413.2   362.0   280.8   153.0    90.0   129.6     0.0
            V      40.7    50.1    16.7    74.4    79.4    76.3    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.5    51.0    61.3    74.4    79.4    76.3    85.6
            M     387.4   345.0   269.3   153.0    91.1   130.3     0.0
Total     : M+    632.8   552.2   422.3   226.6   132.7   191.6     0.0
            V      46.3    61.2    33.2    96.4   103.5    99.2   112.4
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    48.1    62.1    77.9    96.4   103.5    99.2   112.4
            M     607.0   535.2   410.8   226.6   133.8   192.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                5.5              5.5
Deck+Haunch            12.5             12.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.2              1.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.4             25.4
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   103.7    72.0   122.4   224.6   289.6   330.6   340.3
            V      68.5    61.0    63.5    59.5    13.3    40.1    32.5    25.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.5    61.0    63.5    59.5    49.0    40.8    34.0    27.3
            M       0.0   104.2    72.9   122.4   215.5   276.0   310.0   313.6
Total     : M+      0.0   165.7   114.7   196.0   366.2   479.8   550.1   570.0
            V      95.2    83.9    87.6    81.6    29.9    51.2    38.2    25.1
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    95.2    83.9    87.6    81.6    65.6    51.9    39.6    27.4
            M       0.0   166.2   115.6   196.0   357.0   466.2   529.5   543.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    330.6   289.6   224.6   122.4    72.0   103.7     0.0
            V      32.5    40.1    13.3    59.5    63.5    61.0    68.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.0    40.8    49.0    59.5    63.5    61.0    68.5
            M     310.0   276.0   215.5   122.4    72.9   104.2     0.0
Total     : M+    550.1   479.8   366.2   196.0   114.7   165.7     0.0
            V      38.2    51.2    29.9    81.6    87.6    83.9    95.2
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    39.6    51.9    65.6    81.6    87.6    83.9    95.2
            M     529.5   466.2   357.0   196.0   115.6   166.2     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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    16.1    11.1    19.1    36.6    49.2    56.7    59.2
(Max)       V       6.9     5.9     6.2     5.7     4.3     2.9     1.4     0.0
Self wt.  : M       0.0    11.6     8.0    13.7    26.4    35.4    40.8    42.6
(Min)       V       5.0     4.3     4.5     4.1     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     3.5     2.4     4.1     7.9    10.7    12.3    12.8
DC(Max)     V       1.5     1.3     1.4     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     2.5     1.7     3.0     5.7     7.7     8.8     9.2
DC(Min)     V       1.1     0.9     1.0     0.9     0.7     0.4     0.2     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    36.3    25.0    43.1    82.7   111.1   128.1   133.8
Haunch (Max)V      15.7    13.4    14.1    12.9     9.7     6.4     3.2     0.0
Deck +    : M       0.0    26.1    18.0    31.0    59.6    80.0    92.2    96.3
Haunch (Min)V      11.3     9.6    10.2     9.3     7.0     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.2     1.8     2.4     3.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    10.1    17.5    33.6    45.0    51.9    54.2
DC(Max)     V       6.3     5.4     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.6     7.3    12.6    24.2    32.4    37.4    39.1
DC(Min)     V       4.6     3.9     4.1     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     5.4     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.1     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.3     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   226.8   157.5   267.7   491.4   633.4   723.1   744.4
            V     149.8   133.5   138.9   130.2    29.2    87.7    71.2    54.6
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   149.8   133.5   138.9   130.2   107.3    89.3    74.3    59.7
            M       0.0   228.0   159.4   267.7   471.3   603.8   678.0   685.9
Total     : M+      0.0   305.6   211.7   361.3   671.3   875.2  1002.2  1036.3
            V     183.8   162.6   169.6   158.2    50.2   101.8    78.3    54.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   183.8   162.6   169.6   158.2   128.3   103.4    81.4    59.9
            M       0.0   306.8   213.7   361.3   651.2   845.5   957.1   977.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      56.7    49.2    36.6    19.1    11.1    16.1     0.0
(Max)       V       1.4     2.9     4.3     5.7     6.2     5.9     6.9
Self wt.  : M      40.8    35.4    26.4    13.7     8.0    11.6     0.0
(Min)       V       1.0     2.1     3.1     4.1     4.5     4.3     5.0
DL-Prec.  : M      12.3    10.7     7.9     4.1     2.4     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.4     1.3     1.5
DL-Prec.  : M       8.8     7.7     5.7     3.0     1.7     2.5     0.0
DC(Min)     V       0.2     0.4     0.7     0.9     1.0     0.9     1.1
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     128.1   111.1    82.7    43.1    25.0    36.3     0.0
Haunch (Max)V       3.2     6.4     9.7    12.9    14.1    13.4    15.7
Deck +    : M      92.2    80.0    59.6    31.0    18.0    26.1     0.0
Haunch (Min)V       2.3     4.6     7.0     9.3    10.2     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      51.9    45.0    33.6    17.5    10.1    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.4     6.3
DL-Comp   : M      37.4    32.4    24.2    12.6     7.3    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.1     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     5.4     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.1     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.3     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    723.1   633.4   491.4   267.7   157.5   226.8     0.0
            V      71.2    87.7    29.2   130.2   138.9   133.5   149.8
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    74.3    89.3   107.3   130.2   138.9   133.5   149.8
            M     678.0   603.8   471.3   267.7   159.4   228.0     0.0
Total     : M+   1002.2   875.2   671.3   361.3   211.7   305.6     0.0
            V      78.3   101.8    50.2   158.2   169.6   162.6   183.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.4   103.4   128.3   158.2   169.6   162.6   183.8
            M     957.1   845.5   651.2   361.3   213.7   306.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.9              6.9
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.7             31.7
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     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     0.2     0.4     0.9     1.4     1.9     2.4
(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    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0    93.8    64.7   111.1   210.4   276.3   312.7   317.7
            V      65.8    60.4    62.2    59.3     5.2    44.3    37.1    29.9
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    65.8    60.4    62.2    59.3    51.4    44.3    37.1    29.9
            M       0.0    93.9    64.9   111.1   208.7   276.3   312.7   317.7
Total     : M+      0.0   155.8   107.4   184.7   351.9   466.5   532.3   547.4
            V      92.5    83.3    86.3    81.4    21.7    55.4    42.7    30.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.5    83.3    86.3    81.4    68.0    55.4    42.7    30.1
            M       0.0   155.9   107.6   184.7   350.2   466.5   532.3   547.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
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       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     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      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    312.7   276.3   210.4   111.1    64.7    93.8     0.0
            V      37.1    44.3     5.2    59.3    62.2    60.4    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    37.1    44.3    51.4    59.3    62.2    60.4    65.8
            M     312.7   276.3   208.7   111.1    64.9    93.9     0.0
Total     : M+    532.3   466.5   351.9   184.7   107.4   155.8     0.0
            V      42.7    55.4    21.7    81.4    86.3    83.3    92.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.7    55.4    68.0    81.4    86.3    83.3    92.5
            M     532.3   466.5   350.2   184.7   107.6   155.9     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.012   0.021   0.040   0.054   0.062   0.065
Bottom        -0.000  -0.013  -0.009  -0.016  -0.031  -0.041  -0.047  -0.050
 
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   0.002   0.002   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.007  -0.009  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.184   0.126   0.218   0.419   0.562   0.648   0.677
Bottom        -0.000  -0.140  -0.097  -0.166  -0.319  -0.429  -0.494  -0.516
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.012   0.024   0.032   0.036   0.038
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.009   0.010
Bottom        -0.000  -0.028  -0.019  -0.033  -0.063  -0.085  -0.097  -0.102
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.005   0.010   0.014   0.016   0.017
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.043  -0.045
 
LL+I(+)
Topping-top   -0.000   0.114   0.079   0.134   0.247   0.318   0.363   0.373
Precast-top   -0.000   0.029   0.020   0.034   0.062   0.080   0.091   0.094
Bottom        -0.000  -0.304  -0.213  -0.359  -0.659  -0.849  -0.970  -0.998
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.129   0.090   0.152   0.281   0.364   0.416   0.428 
Precast-top    0.014   0.399   0.279   0.459   0.803   1.048   1.196   1.247 
Bottom         0.306   1.203   0.905   1.100   0.518   0.126  -0.116  -0.187 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.010   0.018   0.034   0.046   0.053   0.055 
Precast-top    0.014   0.371   0.259   0.425   0.741   0.968   1.105   1.153 
Bottom         0.306   1.507   1.118   1.459   1.177   0.975   0.853   0.811 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.600   0.600   0.400   0.400   0.400   0.400   0.400 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.012   0.021   0.040   0.054   0.062   0.065
Bottom        -0.000  -0.013  -0.009  -0.016  -0.031  -0.041  -0.047  -0.050
 
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   0.002   0.002   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.007  -0.009  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.184   0.126   0.218   0.419   0.562   0.648   0.677
Bottom        -0.000  -0.140  -0.097  -0.166  -0.319  -0.429  -0.494  -0.516
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.012   0.024   0.032   0.036   0.038
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.009   0.010
Bottom        -0.000  -0.028  -0.019  -0.033  -0.063  -0.085  -0.097  -0.102
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.005   0.010   0.014   0.016   0.017
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.043  -0.045
 
LL+I(+)
Topping-top   -0.000   0.091   0.063   0.107   0.197   0.254   0.290   0.299
Precast-top   -0.000   0.023   0.016   0.027   0.050   0.064   0.073   0.075
Bottom        -0.000  -0.243  -0.171  -0.287  -0.527  -0.679  -0.776  -0.798
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.106   0.074   0.125   0.231   0.300   0.343   0.354 
Precast-top    0.014   0.394   0.275   0.452   0.791   1.032   1.178   1.228 
Bottom         0.306   1.264   0.948   1.172   0.650   0.296   0.078   0.013 
 

 
 
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    1.68    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.082   0.057   0.098   0.185   0.243   0.275   0.279
Precast-top   -0.000   0.021   0.014   0.024   0.046   0.061   0.069   0.070
Bottom        -0.000  -0.220  -0.154  -0.261  -0.494  -0.648  -0.734  -0.746
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.062   0.106   0.202   0.265   0.301   0.306 
Precast-top    0.007   0.206   0.144   0.237   0.417   0.545   0.622   0.647 
Bottom         0.153   0.534   0.406   0.469   0.095  -0.161  -0.307  -0.340 
 

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
    183.8    6.0   37.4    0.164   0.0   6.00e-3 50.0    190.4     1.217    0.533      1.54
      0.0    0.2   37.3     31.5 0.183      13.8 0.87    12.00     0.085    0.476*
Transfer:   3.00
    162.6    6.0   37.4    0.982   0.0   4.98e-3 46.4    164.8     0.941    1.316      0.00
    306.8    1.1   36.8    189.0 0.163      15.8 1.01    12.00     0.085    1.364 
Critical:   3.57
    157.6    6.0   37.4    1.017   0.0   4.25e-3 43.9    157.2     0.821    1.180      0.00
    368.5    1.1   36.8    189.0 0.159      17.9 1.15    12.00     0.085    1.393 
0.1L    :   3.52
    158.2    6.0   37.4    1.013   0.0   4.33e-3 44.1    158.1     0.834    1.263      0.00
    361.3    1.1   36.8    189.0 0.159      17.7 1.13    12.00     0.085    1.464 
0.2L    :   7.03
    128.3    6.0   37.4    1.221   0.0   3.18e-3 40.1    120.5     0.553    0.765      0.00
    651.2    1.4   36.7    189.0 0.129      22.1 1.42    12.00     0.085    1.324 
0.3L    :  10.55
    103.4    6.0   37.4    1.428   0.0   2.72e-3 38.5     90.4     0.393    0.765      0.00
    845.5    1.6   36.6    189.0 0.105      24.5 1.58    24.00     0.085    1.744 
0.4L    :  14.07
     81.4    6.0   37.4    1.519   0.0   2.51e-3 37.8     64.7     0.274    0.300      0.00
    957.1    1.7   36.5    189.0 0.083      25.8 1.67    24.00     0.085    1.067 
0.5L    :  17.58
     59.9    6.0   37.4    1.519   0.0   2.17e-3 36.6     38.2     0.155    0.300      0.00
    977.9    1.7   36.5    189.0 0.061      28.3 1.83    24.00     0.085    1.536 
0.6L    :  21.10
     81.4    6.0   37.4    1.519   0.0   2.51e-3 37.8     64.7     0.274    0.300      0.00
    957.1    1.7   36.5    189.0 0.083      25.8 1.67    24.00     0.085    1.067 
0.7L    :  24.62
    103.4    6.0   37.4    1.428   0.0   2.72e-3 38.5     90.4     0.393    0.765      0.00
    845.5    1.6   36.6    189.0 0.105      24.5 1.58    24.00     0.085    1.744 
0.8L    :  28.13
    128.3    6.0   37.4    1.221   0.0   3.18e-3 40.1    120.5     0.553    0.765      0.00
    651.2    1.4   36.7    189.0 0.129      22.1 1.42    12.00     0.085    1.324 
0.9L    :  31.65
    158.2    6.0   37.4    1.013   0.0   4.33e-3 44.1    158.1     0.834    1.263      0.00
    361.3    1.1   36.8    189.0 0.159      17.7 1.13    12.00     0.085    1.464 
Critical:  31.60
    157.6    6.0   37.4    1.017   0.0   4.25e-3 43.9    157.2     0.821    1.180      0.00
    368.5    1.1   36.8    189.0 0.159      17.9 1.15    12.00     0.085    1.393 
Transfer:  32.17
    162.6    6.0   37.4    0.982   0.0   4.98e-3 46.4    164.8     0.941    1.316      0.00
    306.8    1.1   36.8    189.0 0.163      15.8 1.01    12.00     0.085    1.364 
Bearing :  34.67
    183.8    6.0   37.4    0.164   0.0   6.00e-3 50.0    190.4     1.217    0.533      1.54
      0.0    0.2   37.3     31.5 0.183      13.8 0.87    12.00     0.085    0.476*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.77
 
 
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 = 9.00(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
    183.8      5.48     37.39    0.19       37.30    24.00      0.090      1.600      0.591      0.533*
Transfer:      2.50
    162.6      4.90     37.39    1.10       36.84    24.00      0.090      1.409      0.477      0.533 
Critical:      3.07
    157.7      4.76     37.39    1.14       36.82    24.00      0.090      1.362      0.448      0.480 
0.1L    :      3.02
    158.2      4.77     37.39    1.14       36.83    24.00      0.090      1.366      0.451      0.480 
0.2L    :      6.53
    128.3      3.88     37.39    1.37       36.71    24.00      0.090      1.070      0.273      0.300 
0.3L    :     10.05
    103.4      3.14     37.39    1.59       36.60    24.00      0.090      0.822      0.124      0.300 
0.4L    :     13.57
     81.4      2.48     37.39    1.69       36.55    24.00      0.090      0.600      0.000      0.300 
0.5L    :     17.08
     59.9      1.82     37.39    1.69       36.55    24.00      0.090      0.382      0.000      0.300 
0.6L    :     20.60
     81.4      2.48     37.39    1.69       36.55    24.00      0.090      0.600      0.000      0.300 
0.7L    :     24.12
    103.4      3.14     37.39    1.59       36.60    24.00      0.090      0.822      0.124      0.300 
0.8L    :     27.63
    128.3      3.88     37.39    1.37       36.71    24.00      0.090      1.070      0.273      0.300 
0.9L    :     31.15
    158.2      4.77     37.39    1.14       36.83    24.00      0.090      1.366      0.451      0.480 
Critical:     31.10
    157.7      4.76     37.39    1.14       36.82    24.00      0.090      1.362      0.448      0.480 
Transfer:     31.67
    162.6      4.90     37.39    1.10       36.84    24.00      0.090      1.409      0.477      0.533 
Bearing :     34.17
    183.8      5.48     37.39    0.19       37.30    24.00      0.090      1.600      0.591      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.090            0.161            0.193
 
At 0.2 x L = 6.53 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.285            0.342
 
At 0.3 x L = 10.05 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.208            0.371            0.445
 
At 0.4 x L = 13.57 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.236            0.422            0.505
 
At 0.5 x L = 17.08 ft
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.246            0.438            0.525
 
At 0.6 x L = 20.60 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.236            0.422            0.505
 
At 0.7 x L = 24.12 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.208            0.371            0.445
 
At 0.8 x L = 27.63 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.285            0.342
 
At 0.9 x L = 31.15 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.090            0.161            0.193
 

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
   305.6    31.8  1.263  266.9    1.3   1.10    878.0  0.086T 1.00       -       -     -     -  
H/2     :   1.68
   211.7    31.8  0.917  267.8    0.9   0.80    642.2  0.119T 1.00       -       -     -     -  
0.1L    :   3.02
   361.3    31.8  1.302  266.8    1.3   1.14    904.5  0.083T 1.00       -       -     -     -  
0.2L    :   6.53
   671.3    31.8  1.569  266.2    1.6   1.37   1083.4  0.068T 1.00       -       -     -     -  
0.3L    :  10.05
   875.2    31.8  1.836  265.5    1.9   1.59   1260.1  0.058T 1.00       -       -     -     -  
0.4L    :  13.57
  1002.2    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1024.4  1024.4    1.30    -  
0.5L    :  17.08
  1036.3    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1016.5  1016.5    1.31    -  
0.6L    :  20.60
  1002.2    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1024.4  1024.4    1.30    -  
0.7L    :  24.12
   875.2    31.8  1.836  265.5    1.9   1.59   1260.1  0.058T 1.00       -       -     -     -  
0.8L    :  27.63
   671.3    31.8  1.569  266.2    1.6   1.37   1083.4  0.068T 1.00       -       -     -     -  
0.9L    :  31.15
   361.3    31.8  1.302  266.8    1.3   1.14    904.5  0.083T 1.00       -       -     -     -  
H/2     :  32.49
   211.7    31.8  0.917  267.8    0.9   0.80    642.2  0.119T 1.00       -       -     -     -  
Transfer:  31.67
   305.6    31.8  1.263  266.9    1.3   1.10    878.0  0.086T 1.00       -       -     -     -  

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

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

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

  1   2 E   2.00 Ft    -0.169
        M   2.00 Fb     0.593
 
  2   1 E  29.00 Ft     0.302
        M  29.00 Fb     0.465
 
  3   1 E  27.00 Ft     0.729
        M  27.00 Fb     0.372
 
  4   1 E   4.00 Ft     0.640
        M   4.00 Fb     0.672
 
  5   2 E   4.00 Ft     0.461
        M   4.00 Fb     1.272
 
  6   2 E   2.00 Ft     0.193
        M   2.00 Fb     1.940
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   0           No. of strands, Straight:   9
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.82 %               Final losses: 14.26 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.940     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       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)                  1336.56     1036.31     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   0.428     Midspan    1.800   0.055     Midspan
    Pre.Top:   3.000   1.247     Midspan    2.250   1.153     Midspan
    Pre.Bot:   3.000   1.203    Transfer    2.250   1.507    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.014     Bearing
    Pre.Bot:  -0.420   0.013     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.647     Midspan
    Pre.Bot:                                                             2.000   0.534    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.246            0.438            0.525
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Interior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 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       0.070      0.00       0.070   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    17.08 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.715   (Calculated)    
Live Moment (1  lane  loaded)  : 0.553   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.063   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.890   (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                  =        311.5 in2           1012.1 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           144770 in4#
Ht. of c.g.           =        14.05 in             29.48 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf           1057.8 plf   
Mom. of Inertia (Iyy) =       4083.0 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     1.68     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.5    323.2    320.0    323.2    323.2    323.2    323.2    323.2
  Yb      ,  in    14.02    13.85    13.90    13.85    13.85    13.85    13.85    13.85
  MI(Ixx) , in4    34143    34437    34342    34437    34437    34437    34437    34437
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1014.0   1023.1   1020.1   1023.1   1023.1   1023.1   1023.1   1023.1
  Yb      ,  in    29.44    29.25    29.31    29.25    29.25    29.25    29.25    29.25
  MI(Ixx) , in4   145582   149597   148284   149597   149597   149597   149597   149597

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.44 in):
     4 @  2.000 in     3 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.084 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.106 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.124 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)       
-------------------------------------------------------------------------------------
       316.503         740 234.212      2.818 11410.983   249.704      53.308        
 
 
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       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.63       3.5630      4.4501     No
      2      US#5[M16]       60.00        0.62      13.62       4.4501      5.5899     No
      2      US#5[M16]       60.00        0.62      16.00*      5.5899     13.5830     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      3.9800    Yes
      2      US#4[M13]       60.00        0.40      11.25       3.9800      4.9199    Yes
      2      US#4[M13]       60.00        0.40      16.00*      4.9199     30.2470    Yes
      2      US#4[M13]       60.00        0.40      11.25      30.2470     31.1870    Yes
      2      US#4[M13]       60.00        0.40      10.00      31.1870     32.0210    Yes
      2      US#5[M16]       60.00        0.62      16.00*     21.5840     29.5771     No
      2      US#5[M16]       60.00        0.62      13.62      29.5771     30.7169     No
      2      US#5[M16]       60.00        0.62      10.63      30.7169     31.6040     No
      2      US#5[M16]       60.00        0.62       9.50      31.6040     32.3960     No
      2      US#5[M16]       60.00        0.62       9.00      32.3960     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.0210     35.0210    Yes
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  8.44 in
         P_init    =      382.8 kips  Ecc =  5.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.44 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.50 ksi    0.00 ksi
    due to Composite Loads                                 -0.70 ksi    0.00 ksi
    due to Live Loads                                      -3.78 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                        11.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.44 ksi  ( 4.82 %)            18.51 ksi ( 9.44 %)
Total Prestress Losses                                    27.95 ksi (14.26 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 168.1 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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   129.6    90.0   153.0   280.8   362.0   413.2   425.3
            V      85.6    76.3    79.4    74.4    16.7    50.1    40.7    31.2
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    85.6    76.3    79.4    74.4    61.3    51.0    42.5    34.1
            M       0.0   130.3    91.1   153.0   269.3   345.0   387.4   392.0
Total     : M+      0.0   191.6   132.7   226.6   422.3   552.2   632.8   655.1
            V     112.4    99.2   103.5    96.4    33.2    61.2    46.3    31.4
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   112.4    99.2   103.5    96.4    77.9    62.1    48.1    34.3
            M       0.0   192.3   133.8   226.6   410.8   535.2   607.0   621.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    413.2   362.0   280.8   153.0    90.0   129.6     0.0
            V      40.7    50.1    16.7    74.4    79.4    76.3    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.5    51.0    61.3    74.4    79.4    76.3    85.6
            M     387.4   345.0   269.3   153.0    91.1   130.3     0.0
Total     : M+    632.8   552.2   422.3   226.6   132.7   191.6     0.0
            V      46.3    61.2    33.2    96.4   103.5    99.2   112.4
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    48.1    62.1    77.9    96.4   103.5    99.2   112.4
            M     607.0   535.2   410.8   226.6   133.8   192.3     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                5.5              5.5
Deck+Haunch            12.5             12.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.2              1.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.4             25.4
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.9     1.4     1.9     2.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   103.7    72.0   122.4   224.6   289.6   330.6   340.3
            V      68.5    61.0    63.5    59.5    13.3    40.1    32.5    25.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    68.5    61.0    63.5    59.5    49.0    40.8    34.0    27.3
            M       0.0   104.2    72.9   122.4   215.5   276.0   310.0   313.6
Total     : M+      0.0   165.7   114.7   196.0   366.2   479.8   550.1   570.0
            V      95.2    83.9    87.6    81.6    29.9    51.2    38.2    25.1
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    95.2    83.9    87.6    81.6    65.6    51.9    39.6    27.4
            M       0.0   166.2   115.6   196.0   357.0   466.2   529.5   543.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    330.6   289.6   224.6   122.4    72.0   103.7     0.0
            V      32.5    40.1    13.3    59.5    63.5    61.0    68.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.0    40.8    49.0    59.5    63.5    61.0    68.5
            M     310.0   276.0   215.5   122.4    72.9   104.2     0.0
Total     : M+    550.1   479.8   366.2   196.0   114.7   165.7     0.0
            V      38.2    51.2    29.9    81.6    87.6    83.9    95.2
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    39.6    51.9    65.6    81.6    87.6    83.9    95.2
            M     529.5   466.2   357.0   196.0   115.6   166.2     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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    16.1    11.1    19.1    36.6    49.2    56.7    59.2
(Max)       V       6.9     5.9     6.2     5.7     4.3     2.9     1.4     0.0
Self wt.  : M       0.0    11.6     8.0    13.7    26.4    35.4    40.8    42.6
(Min)       V       5.0     4.3     4.5     4.1     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     3.5     2.4     4.1     7.9    10.7    12.3    12.8
DC(Max)     V       1.5     1.3     1.4     1.2     0.9     0.6     0.3     0.0
DL-Prec.  : M       0.0     2.5     1.7     3.0     5.7     7.7     8.8     9.2
DC(Min)     V       1.1     0.9     1.0     0.9     0.7     0.4     0.2     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    36.3    25.0    43.1    82.7   111.1   128.1   133.8
Haunch (Max)V      15.7    13.4    14.1    12.9     9.7     6.4     3.2     0.0
Deck +    : M       0.0    26.1    18.0    31.0    59.6    80.0    92.2    96.3
Haunch (Min)V      11.3     9.6    10.2     9.3     7.0     4.6     2.3     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.2     1.8     2.4     3.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.2     0.4     0.8     1.3     1.7     2.2
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    10.1    17.5    33.6    45.0    51.9    54.2
DC(Max)     V       6.3     5.4     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.6     7.3    12.6    24.2    32.4    37.4    39.1
DC(Min)     V       4.6     3.9     4.1     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     5.4     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.1     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.3     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   226.8   157.5   267.7   491.4   633.4   723.1   744.4
            V     149.8   133.5   138.9   130.2    29.2    87.7    71.2    54.6
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   149.8   133.5   138.9   130.2   107.3    89.3    74.3    59.7
            M       0.0   228.0   159.4   267.7   471.3   603.8   678.0   685.9
Total     : M+      0.0   305.6   211.7   361.3   671.3   875.2  1002.2  1036.3
            V     183.8   162.6   169.6   158.2    50.2   101.8    78.3    54.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   183.8   162.6   169.6   158.2   128.3   103.4    81.4    59.9
            M       0.0   306.8   213.7   361.3   651.2   845.5   957.1   977.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      56.7    49.2    36.6    19.1    11.1    16.1     0.0
(Max)       V       1.4     2.9     4.3     5.7     6.2     5.9     6.9
Self wt.  : M      40.8    35.4    26.4    13.7     8.0    11.6     0.0
(Min)       V       1.0     2.1     3.1     4.1     4.5     4.3     5.0
DL-Prec.  : M      12.3    10.7     7.9     4.1     2.4     3.5     0.0
DC(Max)     V       0.3     0.6     0.9     1.2     1.4     1.3     1.5
DL-Prec.  : M       8.8     7.7     5.7     3.0     1.7     2.5     0.0
DC(Min)     V       0.2     0.4     0.7     0.9     1.0     0.9     1.1
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     128.1   111.1    82.7    43.1    25.0    36.3     0.0
Haunch (Max)V       3.2     6.4     9.7    12.9    14.1    13.4    15.7
Deck +    : M      92.2    80.0    59.6    31.0    18.0    26.1     0.0
Haunch (Min)V       2.3     4.6     7.0     9.3    10.2     9.6    11.3
Diaphragm : M       2.4     1.8     1.2     0.5     0.3     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       1.7     1.3     0.8     0.4     0.2     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      51.9    45.0    33.6    17.5    10.1    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.4     6.3
DL-Comp   : M      37.4    32.4    24.2    12.6     7.3    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.1     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     5.4     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.1     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.3     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    723.1   633.4   491.4   267.7   157.5   226.8     0.0
            V      71.2    87.7    29.2   130.2   138.9   133.5   149.8
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    74.3    89.3   107.3   130.2   138.9   133.5   149.8
            M     678.0   603.8   471.3   267.7   159.4   228.0     0.0
Total     : M+   1002.2   875.2   671.3   361.3   211.7   305.6     0.0
            V      78.3   101.8    50.2   158.2   169.6   162.6   183.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.4   103.4   128.3   158.2   169.6   162.6   183.8
            M     957.1   845.5   651.2   361.3   213.7   306.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.9              6.9
Deck+Haunch            15.7             15.7
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.5              1.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.7             31.7
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     2.8     1.9     3.3     6.3     8.5     9.8    10.3
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    29.0    20.0    34.5    66.2    88.9   102.5   107.0
Haunch (Max)V      12.5    10.7    11.3    10.3     7.7     5.2     2.6     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     0.2     0.4     0.9     1.4     1.9     2.4
(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    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0    93.8    64.7   111.1   210.4   276.3   312.7   317.7
            V      65.8    60.4    62.2    59.3     5.2    44.3    37.1    29.9
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    65.8    60.4    62.2    59.3    51.4    44.3    37.1    29.9
            M       0.0    93.9    64.9   111.1   208.7   276.3   312.7   317.7
Total     : M+      0.0   155.8   107.4   184.7   351.9   466.5   532.3   547.4
            V      92.5    83.3    86.3    81.4    21.7    55.4    42.7    30.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    92.5    83.3    86.3    81.4    68.0    55.4    42.7    30.1
            M       0.0   155.9   107.6   184.7   350.2   466.5   532.3   547.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
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       9.8     8.5     6.3     3.3     1.9     2.8     0.0
DC(Max)     V       0.2     0.5     0.7     1.0     1.1     1.0     1.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     102.5    88.9    66.2    34.5    20.0    29.0     0.0
Haunch (Max)V       2.6     5.2     7.7    10.3    11.3    10.7    12.5
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.9     1.4     0.9     0.4     0.2     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      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    312.7   276.3   210.4   111.1    64.7    93.8     0.0
            V      37.1    44.3     5.2    59.3    62.2    60.4    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    37.1    44.3    51.4    59.3    62.2    60.4    65.8
            M     312.7   276.3   208.7   111.1    64.9    93.9     0.0
Total     : M+    532.3   466.5   351.9   184.7   107.4   155.8     0.0
            V      42.7    55.4    21.7    81.4    86.3    83.3    92.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    42.7    55.4    68.0    81.4    86.3    83.3    92.5
            M     532.3   466.5   350.2   184.7   107.6   155.9     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.012   0.021   0.040   0.054   0.062   0.065
Bottom        -0.000  -0.013  -0.009  -0.016  -0.031  -0.041  -0.047  -0.050
 
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   0.002   0.002   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.007  -0.009  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.184   0.126   0.218   0.419   0.562   0.648   0.677
Bottom        -0.000  -0.140  -0.097  -0.166  -0.319  -0.429  -0.494  -0.516
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.012   0.024   0.032   0.036   0.038
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.009   0.010
Bottom        -0.000  -0.028  -0.019  -0.033  -0.063  -0.085  -0.097  -0.102
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.005   0.010   0.014   0.016   0.017
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.043  -0.045
 
LL+I(+)
Topping-top   -0.000   0.114   0.079   0.134   0.247   0.318   0.363   0.373
Precast-top   -0.000   0.029   0.020   0.034   0.062   0.080   0.091   0.094
Bottom        -0.000  -0.304  -0.213  -0.359  -0.659  -0.849  -0.970  -0.998
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.129   0.090   0.152   0.281   0.364   0.416   0.428 
Precast-top    0.014   0.399   0.279   0.459   0.803   1.048   1.196   1.247 
Bottom         0.306   1.203   0.905   1.100   0.518   0.126  -0.116  -0.187 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.015   0.010   0.018   0.034   0.046   0.053   0.055 
Precast-top    0.014   0.371   0.259   0.425   0.741   0.968   1.105   1.153 
Bottom         0.306   1.507   1.118   1.459   1.177   0.975   0.853   0.811 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.600   0.600   0.400   0.400   0.400   0.400   0.400 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.018   0.012   0.021   0.040   0.054   0.062   0.065
Bottom        -0.000  -0.013  -0.009  -0.016  -0.031  -0.041  -0.047  -0.050
 
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   0.002   0.002   0.003   0.006   0.009   0.012   0.015
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.007  -0.009  -0.012
 
Deck + Haunch
Precast-top   -0.000   0.184   0.126   0.218   0.419   0.562   0.648   0.677
Bottom        -0.000  -0.140  -0.097  -0.166  -0.319  -0.429  -0.494  -0.516
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.012   0.024   0.032   0.036   0.038
Precast-top   -0.000   0.003   0.002   0.003   0.006   0.008   0.009   0.010
Bottom        -0.000  -0.028  -0.019  -0.033  -0.063  -0.085  -0.097  -0.102
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.005   0.010   0.014   0.016   0.017
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.004   0.004
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.043  -0.045
 
LL+I(+)
Topping-top   -0.000   0.091   0.063   0.107   0.197   0.254   0.290   0.299
Precast-top   -0.000   0.023   0.016   0.027   0.050   0.064   0.073   0.075
Bottom        -0.000  -0.243  -0.171  -0.287  -0.527  -0.679  -0.776  -0.798
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.106   0.074   0.125   0.231   0.300   0.343   0.354 
Precast-top    0.014   0.394   0.275   0.452   0.791   1.032   1.178   1.228 
Bottom         0.306   1.264   0.948   1.172   0.650   0.296   0.078   0.013 
 

 
 
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    1.68    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.082   0.057   0.098   0.185   0.243   0.275   0.279
Precast-top   -0.000   0.021   0.014   0.024   0.046   0.061   0.069   0.070
Bottom        -0.000  -0.220  -0.154  -0.261  -0.494  -0.648  -0.734  -0.746
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.062   0.106   0.202   0.265   0.301   0.306 
Precast-top    0.007   0.206   0.144   0.237   0.417   0.545   0.622   0.647 
Bottom         0.153   0.534   0.406   0.469   0.095  -0.161  -0.307  -0.340 
 

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
    183.8    6.0   37.4    0.164   0.0   6.00e-3 50.0    190.4     1.217    0.533      1.54
      0.0    0.2   37.3     31.5 0.183      13.8 0.87    12.00     0.085    0.476*
Transfer:   3.00
    162.6    6.0   37.4    0.982   0.0   4.98e-3 46.4    164.8     0.941    1.316      0.00
    306.8    1.1   36.8    189.0 0.163      15.8 1.01    12.00     0.085    1.364 
Critical:   3.57
    157.6    6.0   37.4    1.017   0.0   4.25e-3 43.9    157.2     0.821    1.180      0.00
    368.5    1.1   36.8    189.0 0.159      17.9 1.15    12.00     0.085    1.393 
0.1L    :   3.52
    158.2    6.0   37.4    1.013   0.0   4.33e-3 44.1    158.1     0.834    1.263      0.00
    361.3    1.1   36.8    189.0 0.159      17.7 1.13    12.00     0.085    1.464 
0.2L    :   7.03
    128.3    6.0   37.4    1.221   0.0   3.18e-3 40.1    120.5     0.553    0.765      0.00
    651.2    1.4   36.7    189.0 0.129      22.1 1.42    12.00     0.085    1.324 
0.3L    :  10.55
    103.4    6.0   37.4    1.428   0.0   2.72e-3 38.5     90.4     0.393    0.765      0.00
    845.5    1.6   36.6    189.0 0.105      24.5 1.58    24.00     0.085    1.744 
0.4L    :  14.07
     81.4    6.0   37.4    1.519   0.0   2.51e-3 37.8     64.7     0.274    0.300      0.00
    957.1    1.7   36.5    189.0 0.083      25.8 1.67    24.00     0.085    1.067 
0.5L    :  17.58
     59.9    6.0   37.4    1.519   0.0   2.17e-3 36.6     38.2     0.155    0.300      0.00
    977.9    1.7   36.5    189.0 0.061      28.3 1.83    24.00     0.085    1.536 
0.6L    :  21.10
     81.4    6.0   37.4    1.519   0.0   2.51e-3 37.8     64.7     0.274    0.300      0.00
    957.1    1.7   36.5    189.0 0.083      25.8 1.67    24.00     0.085    1.067 
0.7L    :  24.62
    103.4    6.0   37.4    1.428   0.0   2.72e-3 38.5     90.4     0.393    0.765      0.00
    845.5    1.6   36.6    189.0 0.105      24.5 1.58    24.00     0.085    1.744 
0.8L    :  28.13
    128.3    6.0   37.4    1.221   0.0   3.18e-3 40.1    120.5     0.553    0.765      0.00
    651.2    1.4   36.7    189.0 0.129      22.1 1.42    12.00     0.085    1.324 
0.9L    :  31.65
    158.2    6.0   37.4    1.013   0.0   4.33e-3 44.1    158.1     0.834    1.263      0.00
    361.3    1.1   36.8    189.0 0.159      17.7 1.13    12.00     0.085    1.464 
Critical:  31.60
    157.6    6.0   37.4    1.017   0.0   4.25e-3 43.9    157.2     0.821    1.180      0.00
    368.5    1.1   36.8    189.0 0.159      17.9 1.15    12.00     0.085    1.393 
Transfer:  32.17
    162.6    6.0   37.4    0.982   0.0   4.98e-3 46.4    164.8     0.941    1.316      0.00
    306.8    1.1   36.8    189.0 0.163      15.8 1.01    12.00     0.085    1.364 
Bearing :  34.67
    183.8    6.0   37.4    0.164   0.0   6.00e-3 50.0    190.4     1.217    0.533      1.54
      0.0    0.2   37.3     31.5 0.183      13.8 0.87    12.00     0.085    0.476*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.77
 
 
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 = 9.00(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
    183.8      5.48     37.39    0.19       37.30    24.00      0.090      1.600      0.591      0.533*
Transfer:      2.50
    162.6      4.90     37.39    1.10       36.84    24.00      0.090      1.409      0.477      0.533 
Critical:      3.07
    157.7      4.76     37.39    1.14       36.82    24.00      0.090      1.362      0.448      0.480 
0.1L    :      3.02
    158.2      4.77     37.39    1.14       36.83    24.00      0.090      1.366      0.451      0.480 
0.2L    :      6.53
    128.3      3.88     37.39    1.37       36.71    24.00      0.090      1.070      0.273      0.300 
0.3L    :     10.05
    103.4      3.14     37.39    1.59       36.60    24.00      0.090      0.822      0.124      0.300 
0.4L    :     13.57
     81.4      2.48     37.39    1.69       36.55    24.00      0.090      0.600      0.000      0.300 
0.5L    :     17.08
     59.9      1.82     37.39    1.69       36.55    24.00      0.090      0.382      0.000      0.300 
0.6L    :     20.60
     81.4      2.48     37.39    1.69       36.55    24.00      0.090      0.600      0.000      0.300 
0.7L    :     24.12
    103.4      3.14     37.39    1.59       36.60    24.00      0.090      0.822      0.124      0.300 
0.8L    :     27.63
    128.3      3.88     37.39    1.37       36.71    24.00      0.090      1.070      0.273      0.300 
0.9L    :     31.15
    158.2      4.77     37.39    1.14       36.83    24.00      0.090      1.366      0.451      0.480 
Critical:     31.10
    157.7      4.76     37.39    1.14       36.82    24.00      0.090      1.362      0.448      0.480 
Transfer:     31.67
    162.6      4.90     37.39    1.10       36.84    24.00      0.090      1.409      0.477      0.533 
Bearing :     34.17
    183.8      5.48     37.39    0.19       37.30    24.00      0.090      1.600      0.591      0.533*
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.090            0.161            0.193
 
At 0.2 x L = 6.53 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.285            0.342
 
At 0.3 x L = 10.05 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.208            0.371            0.445
 
At 0.4 x L = 13.57 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.236            0.422            0.505
 
At 0.5 x L = 17.08 ft
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.246            0.438            0.525
 
At 0.6 x L = 20.60 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.236            0.422            0.505
 
At 0.7 x L = 24.12 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.208            0.371            0.445
 
At 0.8 x L = 27.63 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.285            0.342
 
At 0.9 x L = 31.15 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.090            0.161            0.193
 

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
   305.6    31.8  1.263  266.9    1.3   1.10    878.0  0.086T 1.00       -       -     -     -  
H/2     :   1.68
   211.7    31.8  0.917  267.8    0.9   0.80    642.2  0.119T 1.00       -       -     -     -  
0.1L    :   3.02
   361.3    31.8  1.302  266.8    1.3   1.14    904.5  0.083T 1.00       -       -     -     -  
0.2L    :   6.53
   671.3    31.8  1.569  266.2    1.6   1.37   1083.4  0.068T 1.00       -       -     -     -  
0.3L    :  10.05
   875.2    31.8  1.836  265.5    1.9   1.59   1260.1  0.058T 1.00       -       -     -     -  
0.4L    :  13.57
  1002.2    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1024.4  1024.4    1.30    -  
0.5L    :  17.08
  1036.3    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1016.5  1016.5    1.31    -  
0.6L    :  20.60
  1002.2    31.8  1.953  265.3    2.0   1.69   1336.6  0.055T 1.00   1024.4  1024.4    1.30    -  
0.7L    :  24.12
   875.2    31.8  1.836  265.5    1.9   1.59   1260.1  0.058T 1.00       -       -     -     -  
0.8L    :  27.63
   671.3    31.8  1.569  266.2    1.6   1.37   1083.4  0.068T 1.00       -       -     -     -  
0.9L    :  31.15
   361.3    31.8  1.302  266.8    1.3   1.14    904.5  0.083T 1.00       -       -     -     -  
H/2     :  32.49
   211.7    31.8  0.917  267.8    0.9   0.80    642.2  0.119T 1.00       -       -     -     -  
Transfer:  31.67
   305.6    31.8  1.263  266.9    1.3   1.10    878.0  0.086T 1.00       -       -     -     -  

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

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

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

  1   2 E   2.00 Ft    -0.169
        M   2.00 Fb     0.593
 
  2   1 E  29.00 Ft     0.302
        M  29.00 Fb     0.465
 
  3   1 E  27.00 Ft     0.729
        M  27.00 Fb     0.372
 
  4   1 E   4.00 Ft     0.640
        M   4.00 Fb     0.672
 
  5   2 E   4.00 Ft     0.461
        M   4.00 Fb     1.272
 
  6   2 E   2.00 Ft     0.193
        M   2.00 Fb     1.940
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   0           No. of strands, Straight:   9
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.82 %               Final losses: 14.26 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.940     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       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)                  1336.56     1036.31     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   0.428     Midspan    1.800   0.055     Midspan
    Pre.Top:   3.000   1.247     Midspan    2.250   1.153     Midspan
    Pre.Bot:   3.000   1.203    Transfer    2.250   1.507    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.014     Bearing
    Pre.Bot:  -0.420   0.013     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.647     Midspan
    Pre.Bot:                                                             2.000   0.534    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.246            0.438            0.525
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-A                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 13.000 in    Bot = 17.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  4.000 in    Bot =  5.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  6.000 in                     Interior/Exterior  =   Exterior
            Bot =  6.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  6.000 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     =  13.000 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       0.064      0.00       0.064   34.17
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    17.08 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 35.167 ft
Release length = 35.167 ft
Design  length = 34.167 ft
 
Kern points:
------------
Upper    =   21.84 in
Lower    =    7.95 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.667   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.800   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.862   (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                  =        311.5 in2            950.5 in2#
Total Height          =        32.00 in             40.25 in  
Mom. of Inertia (Ixx) =        34082 in4           141339 in4#
Ht. of c.g.           =        14.05 in             29.03 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        324.5 plf            993.3 plf   
Mom. of Inertia (Iyy) =       4083.0 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     1.68     3.02     6.53    10.05    13.57    17.08
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.5    323.2    320.0    323.2    323.2    323.2    323.2    323.2
  Yb      ,  in    14.02    13.85    13.90    13.85    13.85    13.85    13.85    13.85
  MI(Ixx) , in4    34143    34437    34342    34437    34437    34437    34437    34437
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2    952.3    961.5    958.5    961.5    961.5    961.5    961.5    961.5
  Yb      ,  in    28.99    28.79    28.86    28.79    28.79    28.79    28.79    28.79
  MI(Ixx) , in4   142116   145960   144703   145960   145960   145960   145960   145960

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        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:   9 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.44 in):
     4 @  2.000 in     3 @  4.000 in     1 @ 27.000 in     1 @ 29.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    1.95 in2      Initial Pull          =      382.8 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.049 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.062 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.124 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)       
-------------------------------------------------------------------------------------
       316.503         740 234.212      2.818 11410.983   249.704      53.308        
 
 
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       0.1460      3.1460    Yes
      2      US#5[M16]       60.00        0.62       9.00       0.5200      2.7710     No
      2      US#5[M16]       60.00        0.62       9.50       2.7710      3.5630     No
      2      US#5[M16]       60.00        0.62      10.63       3.5630      4.4501     No
      2      US#5[M16]       60.00        0.62      13.62       4.4501      5.5899     No
      2      US#5[M16]       60.00        0.62      16.00       5.5899     13.5830     No
      2      US#4[M13]       60.00        0.40      10.00       3.1460      3.9800    Yes
      2      US#4[M13]       60.00        0.40      11.25       3.9800      4.9199    Yes
      2      US#4[M13]       60.00        0.40      16.00       4.9199     30.2470    Yes
      2      US#4[M13]       60.00        0.40      11.25      30.2470     31.1870    Yes
      2      US#4[M13]       60.00        0.40      10.00      31.1870     32.0210    Yes
      2      US#5[M16]       60.00        0.62      16.00      21.5840     29.5771     No
      2      US#5[M16]       60.00        0.62      13.62      29.5771     30.7169     No
      2      US#5[M16]       60.00        0.62      10.63      30.7169     31.6040     No
      2      US#5[M16]       60.00        0.62       9.50      31.6040     32.3960     No
      2      US#5[M16]       60.00        0.62       9.00      32.3960     34.6470     No
      2      US#4[M13]       60.00        0.40       9.00      32.0210     35.0210    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       6.50 
      1 US#4[M13]           2.00 0.200 31.1600 35.1600       6.50 
      2 US#4[M13]           2.00 0.400  0.0000 35.1600       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.9530 in2       Ycg =  8.44 in
         P_init    =      382.8 kips  Ecc =  5.61 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     9.44 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.347 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.35 ksi    0.00 ksi
    due to Composite Loads                                 -0.70 ksi    0.00 ksi
    due to Live Loads                                      -3.53 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                        11.17 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  9.44 ksi  ( 4.82 %)            18.90 ksi ( 9.64 %)
Total Prestress Losses                                    28.34 ksi (14.46 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.7 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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     2.5     1.7     3.0     5.8     7.8     9.0     9.3
DC(Max)     V       1.1     0.9     1.0     0.9     0.7     0.5     0.2     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    26.5    18.2    31.4    60.4    81.1    93.5    97.6
Haunch (Max)V      11.4     9.8    10.3     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0   121.0    84.0   142.8   262.1   337.9   385.7   397.0
            V      69.4    61.9    64.4    60.3    13.5    40.7    33.0    25.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.4    61.9    64.4    60.3    49.7    41.4    34.4    27.7
            M       0.0   121.6    85.0   142.8   251.4   322.0   361.6   365.9
Total     : M+      0.0   180.0   124.6   212.9   396.8   518.8   594.4   615.2
            V      94.9    83.6    87.3    81.3    29.3    51.2    38.3    25.4
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    94.9    83.6    87.3    81.3    65.5    51.9    39.7    27.7
            M       0.0   180.6   125.7   212.9   386.1   502.9   570.4   584.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M       9.0     7.8     5.8     3.0     1.7     2.5     0.0
DC(Max)     V       0.2     0.5     0.7     0.9     1.0     0.9     1.1
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
Deck +    : M      93.5    81.1    60.4    31.4    18.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.3     9.8    11.4
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    385.7   337.9   262.1   142.8    84.0   121.0     0.0
            V      33.0    40.7    13.5    60.3    64.4    61.9    69.4
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    34.4    41.4    49.7    60.3    64.4    61.9    69.4
            M     361.6   322.0   251.4   142.8    85.0   121.6     0.0
Total     : M+    594.4   518.8   396.8   212.9   124.6   180.0     0.0
            V      38.3    51.2    29.3    81.3    87.3    83.6    94.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.7    51.9    65.5    81.3    87.3    83.6    94.9
            M     570.4   502.9   386.0   212.9   125.7   180.6     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                5.5              5.5
Deck+Haunch            11.4             11.4
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.1              1.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           25.4             25.4
DL-Comp.(DW)           11.3             11.3
Live                   63.3             63.3
        Truck          52.3             52.3
        Lane           10.9             10.9
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
DL-Prec.  : M       0.0     2.5     1.7     3.0     5.8     7.8     9.0     9.3
DC(Max)     V       1.1     0.9     1.0     0.9     0.7     0.5     0.2     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    26.5    18.2    31.4    60.4    81.1    93.5    97.6
Haunch (Max)V      11.4     9.8    10.3     9.4     7.1     4.7     2.4     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
LL + I    : M+      0.0    96.8    67.2   114.2   209.7   270.3   308.5   317.6
            V      55.5    49.5    51.5    48.3    10.8    32.5    26.4    20.2
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    55.5    49.5    51.5    48.3    39.8    33.1    27.5    22.1
            M       0.0    97.3    68.0   114.2   201.1   257.6   289.3   292.7
Total     : M+      0.0   155.8   107.8   184.3   344.4   451.2   517.3   535.8
            V      81.0    71.3    74.5    69.2    26.6    43.1    31.7    20.3
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    81.0    71.3    74.5    69.2    55.5    43.6    32.8    22.2
            M       0.0   156.3   108.7   184.3   335.8   438.5   498.0   510.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
DL-Prec.  : M       9.0     7.8     5.8     3.0     1.7     2.5     0.0
DC(Max)     V       0.2     0.5     0.7     0.9     1.0     0.9     1.1
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
Deck +    : M      93.5    81.1    60.4    31.4    18.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.3     9.8    11.4
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
LL + I    : M+    308.5   270.3   209.7   114.2    67.2    96.8     0.0
            V      26.4    32.5    10.8    48.3    51.5    49.5    55.5
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    27.5    33.1    39.8    48.3    51.5    49.5    55.5
            M     289.3   257.6   201.1   114.2    68.0    97.3     0.0
Total     : M+    517.3   451.2   344.4   184.3   107.8   155.8     0.0
            V      31.7    43.1    26.6    69.2    74.5    71.3    81.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    32.8    43.6    55.5    69.2    74.5    71.3    81.0
            M     498.0   438.5   335.8   184.3   108.7   156.3     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    16.1    11.1    19.1    36.6    49.2    56.7    59.2
(Max)       V       6.9     5.9     6.2     5.7     4.3     2.9     1.4     0.0
Self wt.  : M       0.0    11.6     8.0    13.7    26.4    35.4    40.8    42.6
(Min)       V       5.0     4.3     4.5     4.1     3.1     2.1     1.0     0.0
DL-Prec.  : M       0.0     3.2     2.2     3.8     7.2     9.7    11.2    11.7
DC(Max)     V       1.4     1.2     1.2     1.1     0.8     0.6     0.3     0.0
DL-Prec.  : M       0.0     2.3     1.6     2.7     5.2     7.0     8.1     8.4
DC(Min)     V       1.0     0.8     0.9     0.8     0.6     0.4     0.2     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    33.1    22.8    39.3    75.5   101.3   116.8   122.0
Haunch (Max)V      14.3    12.2    12.9    11.8     8.8     5.9     2.9     0.0
Deck +    : M       0.0    23.8    16.4    28.3    54.3    72.9    84.1    87.8
Haunch (Min)V      10.3     8.8     9.3     8.5     6.4     4.2     2.1     0.0
Diaphragm : M       0.0     0.2     0.1     0.3     0.6     0.9     1.2     1.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.9     1.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    14.7    10.1    17.5    33.6    45.0    51.9    54.2
DC(Max)     V       6.3     5.4     5.7     5.2     3.9     2.6     1.3     0.0
DL-Comp   : M       0.0    10.6     7.3    12.6    24.2    32.4    37.4    39.1
DC(Min)     V       4.6     3.9     4.1     3.8     2.8     1.9     0.9     0.0
DL-Comp   : M       0.0     7.8     5.4     9.3    17.9    24.0    27.7    28.9
DW(Max)     V       3.4     2.9     3.1     2.8     2.1     1.4     0.7     0.0
DL-Comp   : M       0.0     3.4     2.3     4.0     7.7    10.4    12.0    12.5
DW(Min)     V       1.5     1.3     1.3     1.2     0.9     0.6     0.3     0.0
LL + I    : M+      0.0   211.7   147.0   249.9   458.7   591.3   675.0   694.8
            V     121.5   108.3   112.6   105.6    23.7    71.1    57.7    44.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   121.5   108.3   112.6   105.6    87.0    72.4    60.3    48.4
            M       0.0   212.8   148.8   249.9   439.9   563.6   632.9   640.2
Total     : M+      0.0   286.8   198.7   339.0   630.0   821.4   940.5   972.3
            V     153.9   136.0   141.9   132.2    43.7    84.5    64.5    44.4
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   153.9   136.0   141.9   132.2   107.0    85.8    67.0    48.5
            M       0.0   287.9   200.5   339.0   611.2   793.7   898.4   917.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      56.7    49.2    36.6    19.1    11.1    16.1     0.0
(Max)       V       1.4     2.9     4.3     5.7     6.2     5.9     6.9
Self wt.  : M      40.8    35.4    26.4    13.7     8.0    11.6     0.0
(Min)       V       1.0     2.1     3.1     4.1     4.5     4.3     5.0
DL-Prec.  : M      11.2     9.7     7.2     3.8     2.2     3.2     0.0
DC(Max)     V       0.3     0.6     0.8     1.1     1.2     1.2     1.4
DL-Prec.  : M       8.1     7.0     5.2     2.7     1.6     2.3     0.0
DC(Min)     V       0.2     0.4     0.6     0.8     0.9     0.8     1.0
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     116.8   101.3    75.5    39.3    22.8    33.1     0.0
Haunch (Max)V       2.9     5.9     8.8    11.8    12.9    12.2    14.3
Deck +    : M      84.1    72.9    54.3    28.3    16.4    23.8     0.0
Haunch (Min)V       2.1     4.2     6.4     8.5     9.3     8.8    10.3
Diaphragm : M       1.2     0.9     0.6     0.3     0.1     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.9     0.6     0.4     0.2     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      51.9    45.0    33.6    17.5    10.1    14.7     0.0
DC(Max)     V       1.3     2.6     3.9     5.2     5.7     5.4     6.3
DL-Comp   : M      37.4    32.4    24.2    12.6     7.3    10.6     0.0
DC(Min)     V       0.9     1.9     2.8     3.8     4.1     3.9     4.6
DL-Comp   : M      27.7    24.0    17.9     9.3     5.4     7.8     0.0
DW(Max)     V       0.7     1.4     2.1     2.8     3.1     2.9     3.4
DL-Comp   : M      12.0    10.4     7.7     4.0     2.3     3.4     0.0
DW(Min)     V       0.3     0.6     0.9     1.2     1.3     1.3     1.5
LL + I    : M+    675.0   591.3   458.7   249.9   147.0   211.7     0.0
            V      57.7    71.1    23.7   105.6   112.6   108.3   121.5
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    60.3    72.4    87.0   105.6   112.6   108.3   121.5
            M     632.9   563.6   439.9   249.9   148.8   212.8     0.0
Total     : M+    940.5   821.4   630.0   339.0   198.7   286.8     0.0
            V      64.5    84.5    43.7   132.2   141.9   136.0   153.9
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    67.0    85.8   107.0   132.2   141.9   136.0   153.9
            M     898.4   793.7   611.2   339.0   200.5   287.9     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.9              6.9
Deck+Haunch            14.3             14.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.4              1.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           31.7             31.7
DL-Comp.(DW)           16.9             16.9
Live                  110.7            110.7
        Truck          91.6             91.6
        Lane           19.1             19.1
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    1.68    3.02    6.53   10.05   13.57   17.08
Self wt.  : M       0.0    12.8     8.8    15.2    29.3    39.3    45.3    47.3
(Max)       V       5.5     4.7     5.0     4.6     3.4     2.3     1.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     2.5     1.7     3.0     5.8     7.8     9.0     9.3
DC(Max)     V       1.1     0.9     1.0     0.9     0.7     0.5     0.2     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    26.5    18.2    31.4    60.4    81.1    93.5    97.6
Haunch (Max)V      11.4     9.8    10.3     9.4     7.1     4.7     2.4     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.7     1.0     1.2
(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    11.8     8.1    14.0    26.8    36.0    41.6    43.4
DC(Max)     V       5.1     4.3     4.6     4.2     3.1     2.1     1.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0     5.2     3.6     6.2    11.9    16.0    18.4    19.3
DW(Max)     V       2.3     1.9     2.0     1.9     1.4     0.9     0.5     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   108.6    75.0   128.7   243.7   320.1   362.2   368.0
            V      63.7    58.5    60.2    57.5     5.0    42.9    36.0    29.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    63.7    58.5    60.2    57.5    49.8    42.9    36.0    29.0
            M       0.0   108.7    75.2   128.7   241.8   320.1   362.2   368.0
Total     : M+      0.0   167.6   115.6   198.8   378.3   501.0   570.9   586.2
            V      89.2    80.3    83.2    78.4    20.8    53.4    41.3    29.1
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    89.2    80.3    83.2    78.4    65.6    53.4    41.3    29.1
            M       0.0   167.8   115.8   198.8   376.4   501.0   570.9   586.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    20.60   24.12   27.63   31.15   32.49   31.67   34.17
Self wt.  : M      45.3    39.3    29.3    15.2     8.8    12.8     0.0
(Max)       V       1.1     2.3     3.4     4.6     5.0     4.7     5.5
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       9.0     7.8     5.8     3.0     1.7     2.5     0.0
DC(Max)     V       0.2     0.5     0.7     0.9     1.0     0.9     1.1
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      93.5    81.1    60.4    31.4    18.2    26.5     0.0
Haunch (Max)V       2.4     4.7     7.1     9.4    10.3     9.8    11.4
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.0     0.7     0.5     0.2     0.1     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      41.6    36.0    26.8    14.0     8.1    11.8     0.0
DC(Max)     V       1.0     2.1     3.1     4.2     4.6     4.3     5.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M      18.4    16.0    11.9     6.2     3.6     5.2     0.0
DW(Max)     V       0.5     0.9     1.4     1.9     2.0     1.9     2.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    362.2   320.1   243.7   128.7    75.0   108.6     0.0
            V      36.0    42.9     5.0    57.5    60.2    58.5    63.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    36.0    42.9    49.8    57.5    60.2    58.5    63.7
            M     362.2   320.1   241.8   128.7    75.2   108.7     0.0
Total     : M+    570.9   501.0   378.3   198.8   115.6   167.6     0.0
            V      41.3    53.4    20.8    78.4    83.2    80.3    89.2
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    41.3    53.4    65.6    78.4    83.2    80.3    89.2
            M     570.9   501.0   376.4   198.8   115.8   167.8     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.011   0.019   0.037   0.049   0.057   0.059
Bottom        -0.000  -0.012  -0.008  -0.015  -0.028  -0.037  -0.043  -0.045
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.167   0.115   0.199   0.382   0.513   0.591   0.617
Bottom        -0.000  -0.128  -0.089  -0.152  -0.291  -0.391  -0.451  -0.471
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.008   0.013   0.025   0.034   0.039   0.041
Precast-top   -0.000   0.003   0.002   0.004   0.007   0.009   0.011   0.011
Bottom        -0.000  -0.028  -0.019  -0.033  -0.064  -0.085  -0.098  -0.103
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.006   0.011   0.015   0.017   0.018
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Topping-top   -0.000   0.113   0.079   0.134   0.246   0.317   0.362   0.372
Precast-top   -0.000   0.032   0.022   0.038   0.069   0.089   0.102   0.105
Bottom        -0.000  -0.286  -0.201  -0.338  -0.620  -0.800  -0.913  -0.940
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.129   0.090   0.153   0.282   0.365   0.418   0.431 
Precast-top    0.014   0.385   0.268   0.441   0.768   1.000   1.141   1.187 
Bottom         0.306   1.235   0.927   1.138   0.589   0.219  -0.009  -0.074 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.016   0.011   0.019   0.036   0.049   0.056   0.059 
Precast-top    0.014   0.353   0.247   0.403   0.699   0.911   1.039   1.083 
Bottom         0.306   1.521   1.128   1.476   1.210   1.019   0.905   0.865 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.52    7.03   10.55   14.07   17.58   12.31
 
Beam-Self
Precast-top    0.099   0.114   0.203   0.267   0.305   0.317   0.289 
Bottom        -0.076  -0.087  -0.155  -0.203  -0.232  -0.242  -0.220 
 
Prestress
Precast-top    0.094   0.094   0.094   0.094   0.094   0.094   0.094 
Bottom         2.016   2.016   2.016   2.016   2.016   2.016   2.016 
 
Total
Precast-top    0.193   0.208   0.297   0.361   0.399   0.412   0.383 
Bottom         1.940   1.929   1.861   1.813   1.784   1.774   1.796 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.600   0.600   0.400   0.400   0.400   0.400   0.400 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.49 %)
             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    1.68    3.02    6.53   10.05   13.57   17.08
 
Prestress
Precast-top    0.014   0.082   0.061   0.082   0.082   0.082   0.082   0.082
Bottom         0.306   1.764   1.297   1.764   1.764   1.764   1.764   1.764
 
Self wt.
Precast-top   -0.000   0.081   0.056   0.096   0.185   0.249   0.287   0.300
Bottom        -0.000  -0.062  -0.043  -0.074  -0.141  -0.190  -0.219  -0.228
 
DL-Prec (DC)
Precast-top   -0.000   0.016   0.011   0.019   0.037   0.049   0.057   0.059
Bottom        -0.000  -0.012  -0.008  -0.015  -0.028  -0.037  -0.043  -0.045
 
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   0.001   0.003   0.005   0.006   0.008
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.005  -0.006
 
Deck + Haunch
Precast-top   -0.000   0.167   0.115   0.199   0.382   0.513   0.591   0.617
Bottom        -0.000  -0.128  -0.089  -0.152  -0.291  -0.391  -0.451  -0.471
 
DL-Comp (DC)
Topping-top   -0.000   0.011   0.008   0.013   0.025   0.034   0.039   0.041
Precast-top   -0.000   0.003   0.002   0.004   0.007   0.009   0.011   0.011
Bottom        -0.000  -0.028  -0.019  -0.033  -0.064  -0.085  -0.098  -0.103
 
DL-Comp (DW)
Topping-top   -0.000   0.005   0.003   0.006   0.011   0.015   0.017   0.018
Precast-top   -0.000   0.001   0.001   0.002   0.003   0.004   0.005   0.005
Bottom        -0.000  -0.012  -0.009  -0.015  -0.028  -0.038  -0.044  -0.046
 
LL+I(+)
Topping-top   -0.000   0.091   0.063   0.107   0.197   0.253   0.289   0.298
Precast-top   -0.000   0.026   0.018   0.030   0.055   0.071   0.081   0.084
Bottom        -0.000  -0.229  -0.161  -0.270  -0.496  -0.640  -0.730  -0.752
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.107   0.074   0.126   0.233   0.302   0.345   0.356 
Precast-top    0.014   0.378   0.264   0.433   0.755   0.982   1.120   1.166 
Bottom         0.306   1.292   0.967   1.205   0.713   0.379   0.174   0.114 
 

 
 
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    1.68    3.02    6.53   10.05   13.57   17.08
F_LL+I(+)
Topping-top   -0.000   0.102   0.070   0.121   0.228   0.300   0.339   0.345
Precast-top   -0.000   0.029   0.020   0.034   0.064   0.084   0.095   0.097
Bottom        -0.000  -0.257  -0.179  -0.305  -0.577  -0.758  -0.857  -0.871
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.110   0.076   0.130   0.247   0.324   0.368   0.374 
Precast-top    0.007   0.205   0.143   0.236   0.414   0.540   0.615   0.638 
Bottom         0.153   0.503   0.385   0.433   0.028  -0.248  -0.405  -0.439 
 

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
    153.9    6.0   37.4    0.164   0.0   6.00e-3 50.0    157.2     1.005    0.533      1.07
      0.0    0.2   37.3     31.5 0.153      13.8 0.87    12.00     0.085    0.569*
Transfer:   3.00
    136.0    6.0   37.4    0.984   0.0   3.06e-3 39.7    128.4     0.580    1.316      0.00
    287.9    1.2   36.8    189.0 0.137      22.7 1.46    12.00     0.085    1.826 
Critical:   3.56
    131.8    6.0   37.4    1.018   0.0   2.45e-3 37.6    120.1     0.503    1.180      0.00
    345.5    1.3   36.8    189.0 0.133      26.4 1.69    12.00     0.085    1.883 
0.1L    :   3.52
    132.2    6.0   37.4    1.015   0.0   2.52e-3 37.8    121.0     0.511    1.263      0.00
    339.0    1.2   36.8    189.0 0.133      25.9 1.66    12.00     0.085    1.877 
0.2L    :   7.03
    107.0    6.0   37.4    1.222   0.0   2.19e-3 36.7     90.7     0.368    0.765      0.00
    611.2    1.5   36.6    189.0 0.108      28.3 1.82    24.00     0.085    1.822 
0.3L    :  10.55
     85.8    6.0   37.4    1.430   0.0   1.87e-3 35.6     64.4     0.252    0.765      0.00
    793.7    1.7   36.5    189.0 0.087      30.9 2.00    24.00     0.085    2.374 
0.4L    :  14.07
     67.0    6.0   37.4    1.519   0.0   1.75e-3 35.1     42.3     0.163    0.300      0.00
    898.4    1.9   36.5    189.0 0.068      32.1 2.08    24.00     0.085    1.477 
0.5L    :  17.58
     48.5    6.0   37.4    1.519   0.0   1.47e-3 34.1     18.5     0.085    0.300      0.00
    917.8    1.9   36.5    189.0 0.049      35.4 2.29    24.00     0.085    2.154 
0.6L    :  21.10
     67.0    6.0   37.4    1.519   0.0   1.75e-3 35.1     42.3     0.163    0.300      0.00
    898.4    1.9   36.5    189.0 0.068      32.1 2.08    24.00     0.085    1.477 
0.7L    :  24.62
     85.8    6.0   37.4    1.430   0.0   1.87e-3 35.6     64.4     0.252    0.765      0.00
    793.7    1.7   36.5    189.0 0.087      30.9 2.00    24.00     0.085    2.374 
0.8L    :  28.13
    107.0    6.0   37.4    1.222   0.0   2.19e-3 36.7     90.7     0.368    0.765      0.00
    611.2    1.5   36.6    189.0 0.108      28.3 1.82    24.00     0.085    1.822 
0.9L    :  31.65
    132.2    6.0   37.4    1.015   0.0   2.52e-3 37.8    121.0     0.511    1.263      0.00
    339.0    1.2   36.8    189.0 0.133      25.9 1.66    12.00     0.085    1.877 
Critical:  31.60
    131.8    6.0   37.4    1.018   0.0   2.45e-3 37.6    120.1     0.503    1.180      0.00
    345.5    1.3   36.8    189.0 0.133      26.4 1.69    12.00     0.085    1.883 
Transfer:  32.17
    136.0    6.0   37.4    0.984   0.0   3.06e-3 39.7    128.4     0.580    1.316      0.00
    287.9    1.2   36.8    189.0 0.137      22.7 1.46    12.00     0.085    1.826 
Bearing :  34.67
    153.9    6.0   37.4    0.164   0.0   6.00e-3 50.0    157.2     1.005    0.533      1.07
      0.0    0.2   37.3     31.5 0.153      13.8 0.87    12.00     0.085    0.569*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  382.83
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.77
 
 
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 = 9.00(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
    153.9      4.59     37.39    0.20       37.29    24.00      0.090      1.304      0.413      0.533 
Transfer:      2.50
    136.0      4.11     37.39    1.21       36.79    24.00      0.090      1.144      0.317      0.533 
Critical:      3.06
    131.9      3.99     37.39    1.25       36.77    24.00      0.090      1.104      0.293      0.480 
0.1L    :      3.02
    132.2      4.00     37.39    1.25       36.77    24.00      0.090      1.107      0.295      0.480 
0.2L    :      6.53
    107.0      3.25     37.39    1.50       36.64    24.00      0.090      0.857      0.145      0.300 
0.3L    :     10.05
     85.8      2.61     37.39    1.75       36.52    24.00      0.090      0.646      0.018      0.300 
0.4L    :     13.57
     67.0      2.04     37.39    1.85       36.47    24.00      0.090      0.456      0.000      0.300 
0.5L    :     17.08
     48.5      1.48     37.39    1.85       36.47    24.00      0.090      0.268      0.000      0.300 
0.6L    :     20.60
     67.0      2.04     37.39    1.85       36.47    24.00      0.090      0.456      0.000      0.300 
0.7L    :     24.12
     85.8      2.61     37.39    1.75       36.52    24.00      0.090      0.646      0.018      0.300 
0.8L    :     27.63
    107.0      3.25     37.39    1.50       36.64    24.00      0.090      0.857      0.145      0.300 
0.9L    :     31.15
    132.2      4.00     37.39    1.25       36.77    24.00      0.090      1.107      0.295      0.480 
Critical:     31.10
    131.9      3.99     37.39    1.25       36.77    24.00      0.090      1.104      0.293      0.480 
Transfer:     31.67
    136.0      4.11     37.39    1.21       36.79    24.00      0.090      1.144      0.317      0.533 
Bearing :     34.17
    153.9      4.59     37.39    0.20       37.29    24.00      0.090      1.304      0.413      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 3.02 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.090            0.161            0.193
 
At 0.2 x L = 6.53 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.285            0.342
 
At 0.3 x L = 10.05 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.208            0.371            0.445
 
At 0.4 x L = 13.57 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.236            0.422            0.505
 
At 0.5 x L = 17.08 ft
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.246            0.438            0.525
 
At 0.6 x L = 20.60 ft
Prestress      :       0.312  1.80      0.562  2.20      0.687
Self Wt.       :      -0.076  1.85     -0.140  2.40     -0.182
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.236            0.422            0.505
 
At 0.7 x L = 24.12 ft
Prestress      :       0.273  1.80      0.491  2.20      0.600
Self Wt.       :      -0.065  1.85     -0.120  2.40     -0.156
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.208            0.371            0.445
 
At 0.8 x L = 27.63 ft
Prestress      :       0.207  1.80      0.373  2.20      0.456
Self Wt.       :      -0.047  1.85     -0.088  2.40     -0.114
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.160            0.285            0.342
 
At 0.9 x L = 31.15 ft
Prestress      :       0.115  1.80      0.207  2.20      0.253
Self Wt.       :      -0.025  1.85     -0.046  2.40     -0.060
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.090            0.161            0.193
 

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
   286.8    31.8  1.265  266.6    1.4   1.21    877.0  0.078T 1.00       -       -     -     -  
H/2     :   1.68
   198.7    31.8  0.918  267.5    1.0   0.88    642.0  0.108T 1.00       -       -     -     -  
0.1L    :   3.02
   339.0    31.8  1.304  266.5    1.5   1.25    903.3  0.075T 1.00       -       -     -     -  
0.2L    :   6.53
   630.0    31.8  1.572  265.8    1.8   1.50   1081.2  0.062T 1.00       -       -     -     -  
0.3L    :  10.05
   821.4    31.8  1.839  265.1    2.1   1.75   1256.7  0.053T 1.00       -       -     -     -  
0.4L    :  13.57
   940.5    31.8  1.953  264.8    2.2   1.85   1330.8  0.050T 1.00   1028.0  1028.0    1.29    -  
0.5L    :  17.08
   972.3    31.8  1.953  264.8    2.2   1.85   1330.8  0.050T 1.00   1021.0  1021.0    1.30    -  
0.6L    :  20.60
   940.5    31.8  1.953  264.8    2.2   1.85   1330.8  0.050T 1.00   1028.0  1028.0    1.29    -  
0.7L    :  24.12
   821.4    31.8  1.839  265.1    2.1   1.75   1256.7  0.053T 1.00       -       -     -     -  
0.8L    :  27.63
   630.0    31.8  1.572  265.8    1.8   1.50   1081.2  0.062T 1.00       -       -     -     -  
0.9L    :  31.15
   339.0    31.8  1.304  266.5    1.5   1.25    903.3  0.075T 1.00       -       -     -     -  
H/2     :  32.49
   198.7    31.8  0.918  267.5    1.0   0.88    642.0  0.108T 1.00       -       -     -     -  
Transfer:  31.67
   286.8    31.8  1.265  266.6    1.4   1.21    877.0  0.078T 1.00       -       -     -     -  

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

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

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

  1   2 E   2.00 Ft    -0.169
        M   2.00 Fb     0.593
 
  2   1 E  29.00 Ft     0.302
        M  29.00 Fb     0.465
 
  3   1 E  27.00 Ft     0.729
        M  27.00 Fb     0.372
 
  4   1 E   4.00 Ft     0.640
        M   4.00 Fb     0.672
 
  5   2 E   4.00 Ft     0.461
        M   4.00 Fb     1.272
 
  6   2 E   2.00 Ft     0.193
        M   2.00 Fb     1.940
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 35.17            Release Length, ft: 35.17
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   9
No. of strands, Draped:   0           No. of strands, Straight:   9
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.82 %               Final losses: 14.46 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.940     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.193       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)                  1330.80      972.30     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.431     Midspan    1.800   0.059     Midspan
    Pre.Top:   3.000   1.187     Midspan    2.250   1.083     Midspan
    Pre.Bot:   3.000   1.235    Transfer    2.250   1.521    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.014     Bearing
    Pre.Bot:  -0.420   0.114     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.638     Midspan
    Pre.Bot:                                                             2.000   0.503    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  17.08 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.326  1.80      0.586  2.20      0.716
Self Wt.       :      -0.080  1.85     -0.148  2.40     -0.191
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       0.246            0.438            0.525
 
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

