 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/18/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : A30 Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The bridge span is 30'-0", 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_4761.tmp\A30\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 =     31.000
Bearing-to-bearing, ft =     30.000
Release span      , ft =     31.000
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1             IA-Std-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   30.00   Additional overhang
   1    1    DC Line        0.064    0.00       0.064   30.00   Sacrificial Wearing Surface
   1    2    DC Line        0.070    0.00       0.070   30.00   Sacrificial Wearing Surface
   1    3    DC Line        0.070    0.00       0.070   30.00   Sacrificial Wearing Surface
   1    4    DC Line        0.070    0.00       0.070   30.00   Sacrificial Wearing Surface
   1    5    DC Line        0.064    0.00       0.064   30.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.142   15.000
   1    2        0.285   15.000
   1    3        0.285   15.000
   1    4        0.285   15.000
   1    5        0.142   15.000
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   30.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   30.00   Right Barrier Weight
   1    DC Line        0.007    0.00       0.007   30.00   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    0.107     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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.00 in):
 
  4 @  2.000 in 2 @  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   10.63  2.7710  3.6601 No        
       2 US#5[M16]  60.0  0.62   14.13  3.6601  4.8399 No        
       2 US#5[M16]  60.0  0.62   16.00  4.8399 12.8333 No        
       2 US#4[M13]  60.0  0.40   12.25  3.1460  4.1670 Yes       
       2 US#4[M13]  60.0  0.40   16.00  4.1670 26.8330 Yes       
       2 US#4[M13]  60.0  0.40   12.25 26.8330 27.8540 Yes       
       2 US#5[M16]  60.0  0.62   16.00 18.1667 26.1601 No        
       2 US#5[M16]  60.0  0.62   14.13 26.1601 27.3399 No        
       2 US#5[M16]  60.0  0.62   10.63 27.3399 28.2290 No        
       2 US#5[M16]  60.0  0.62    9.00 28.2290 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 27.8540 30.8540 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.00 in):
 
  4 @  2.000 in 2 @  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   10.63  2.7710  3.6601 No        
       2 US#5[M16]  60.0  0.62  14.13*  3.6601  4.8399 No        
       2 US#5[M16]  60.0  0.62   16.00  4.8399 12.8333 No        
       2 US#4[M13]  60.0  0.40   12.25  3.1460  4.1670 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  4.1670 26.8330 Yes       
       2 US#4[M13]  60.0  0.40   12.25 26.8330 27.8540 Yes       
       2 US#5[M16]  60.0  0.62   16.00 18.1667 26.1601 No        
       2 US#5[M16]  60.0  0.62  14.13* 26.1601 27.3399 No        
       2 US#5[M16]  60.0  0.62   10.63 27.3399 28.2290 No        
       2 US#5[M16]  60.0  0.62    9.00 28.2290 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 27.8540 30.8540 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)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.00 in):
 
  4 @  2.000 in 2 @  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   10.63  2.7710  3.6601 No        
       2 US#5[M16]  60.0  0.62  14.13*  3.6601  4.8399 No        
       2 US#5[M16]  60.0  0.62   16.00  4.8399 12.8333 No        
       2 US#4[M13]  60.0  0.40   12.25  3.1460  4.1670 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  4.1670 26.8330 Yes       
       2 US#4[M13]  60.0  0.40   12.25 26.8330 27.8540 Yes       
       2 US#5[M16]  60.0  0.62   16.00 18.1667 26.1601 No        
       2 US#5[M16]  60.0  0.62  14.13* 26.1601 27.3399 No        
       2 US#5[M16]  60.0  0.62   10.63 27.3399 28.2290 No        
       2 US#5[M16]  60.0  0.62    9.00 28.2290 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 27.8540 30.8540 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)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.00 in):
 
  4 @  2.000 in 2 @  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   10.63  2.7710  3.6601 No        
       2 US#5[M16]  60.0  0.62  14.13*  3.6601  4.8399 No        
       2 US#5[M16]  60.0  0.62   16.00  4.8399 12.8333 No        
       2 US#4[M13]  60.0  0.40   12.25  3.1460  4.1670 Yes       
       2 US#4[M13]  60.0  0.40  16.00*  4.1670 26.8330 Yes       
       2 US#4[M13]  60.0  0.40   12.25 26.8330 27.8540 Yes       
       2 US#5[M16]  60.0  0.62   16.00 18.1667 26.1601 No        
       2 US#5[M16]  60.0  0.62  14.13* 26.1601 27.3399 No        
       2 US#5[M16]  60.0  0.62   10.63 27.3399 28.2290 No        
       2 US#5[M16]  60.0  0.62    9.00 28.2290 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 27.8540 30.8540 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)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       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:
  8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 9.00 in):
 
  4 @  2.000 in 2 @  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   10.63  2.7710  3.6601 No        
       2 US#5[M16]  60.0  0.62   14.13  3.6601  4.8399 No        
       2 US#5[M16]  60.0  0.62   16.00  4.8399 12.8333 No        
       2 US#4[M13]  60.0  0.40   12.25  3.1460  4.1670 Yes       
       2 US#4[M13]  60.0  0.40   16.00  4.1670 26.8330 Yes       
       2 US#4[M13]  60.0  0.40   12.25 26.8330 27.8540 Yes       
       2 US#5[M16]  60.0  0.62   16.00 18.1667 26.1601 No        
       2 US#5[M16]  60.0  0.62   14.13 26.1601 27.3399 No        
       2 US#5[M16]  60.0  0.62   10.63 27.3399 28.2290 No        
       2 US#5[M16]  60.0  0.62    9.00 28.2290 30.4800 No        
       2 US#4[M13]  60.0  0.40    9.00 27.8540 30.8540 Yes       
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       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   30.00
     DC  Line       0.064      0.00       0.064   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.691   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.792   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.853   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.2    321.9    319.1    321.9    321.9    321.9    321.9    321.9
  Yb      ,  in    14.02    13.89    13.93    13.89    13.89    13.89    13.89    13.89
  MI(Ixx) , in4    34126    34339    34270    34339    34339    34339    34339    34339
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2    952.0    960.2    957.5    960.2    960.2    960.2    960.2    960.2
  Yb      ,  in    29.00    28.83    28.88    28.83    28.83    28.83    28.83    28.83
  MI(Ixx) , in4   141988   145227   144167   145227   145227   145227   145227   145227

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.00 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.021 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.026 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.098 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      2.484 10058.876   221.661      70.854        
 
 
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      10.63       2.7710      3.6601     No
      2      US#5[M16]       60.00        0.62      14.13       3.6601      4.8399     No
      2      US#5[M16]       60.00        0.62      16.00       4.8399     12.8333     No
      2      US#4[M13]       60.00        0.40      12.25       3.1460      4.1670    Yes
      2      US#4[M13]       60.00        0.40      16.00       4.1670     26.8330    Yes
      2      US#4[M13]       60.00        0.40      12.25      26.8330     27.8540    Yes
      2      US#5[M16]       60.00        0.62      16.00      18.1667     26.1601     No
      2      US#5[M16]       60.00        0.62      14.13      26.1601     27.3399     No
      2      US#5[M16]       60.00        0.62      10.63      27.3399     28.2290     No
      2      US#5[M16]       60.00        0.62       9.00      28.2290     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      27.8540     30.8540    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  9.00 in
         P_init    =      340.3 kips  Ecc =  5.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.177 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.03 ksi    0.00 ksi
    due to Composite Loads                                 -0.53 ksi    0.00 ksi
    due to Live Loads                                      -3.04 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         9.93 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.25 ksi  ( 4.21 %)            18.65 ksi ( 9.51 %)
Total Prestress Losses                                    26.90 ksi (13.72 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.1 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 : 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     4.4     3.0     4.5     8.8    11.9    13.7    14.4
DC(Max)     V       1.9     1.6     1.7     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
Deck +    : M       0.0    23.0    15.9    23.8    46.3    62.4    72.0    75.2
Haunch (Max)V      10.0     8.4     8.9     8.3     6.2     4.1     2.1     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.8     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   113.7    79.0   117.7   222.7   297.4   339.3   348.5
            V      64.5    55.6    58.5    55.2    46.7    39.3    32.0    24.6
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    64.5    55.6    58.5    55.2    46.9    40.0    33.2    26.6
            M       0.0   113.8    79.6   117.7   216.3   284.7   320.1   323.6
Total     : M+      0.0   167.1   116.0   173.1   330.5   442.6   507.1   523.9
            V      87.8    75.0    79.2    74.5    61.2    49.0    36.8    24.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.8    75.0    79.2    74.5    61.3    49.6    38.1    26.7
            M       0.0   167.2   116.5   173.1   324.0   429.9   487.9   499.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M      13.7    11.9     8.8     4.5     3.0     4.4     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      72.0    62.4    46.3    23.8    15.9    23.0     0.0
Haunch (Max)V       2.1     4.1     6.2     8.3     8.9     8.4    10.0
Diaphragm : M       0.8     0.6     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    339.3   297.4   222.7   117.7    79.0   113.7     0.0
            V      32.0    39.3    46.7    55.2    58.5    55.6    64.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.2    40.0    46.9    55.2    58.5    55.6    64.5
            M     320.1   284.7   216.3   117.7    79.6   113.8     0.0
Total     : M+    507.1   442.6   330.5   173.1   116.0   167.1     0.0
            V      36.8    49.0    61.2    74.5    79.2    75.0    87.8
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    38.1    49.6    61.3    74.5    79.2    75.0    87.8
            M     487.9   429.9   324.0   173.1   116.5   167.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                4.9              4.9
Deck+Haunch            10.0             10.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.9              1.9
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.3             22.3
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     4.4     3.0     4.5     8.8    11.9    13.7    14.4
DC(Max)     V       1.9     1.6     1.7     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
Deck +    : M       0.0    23.0    15.9    23.8    46.3    62.4    72.0    75.2
Haunch (Max)V      10.0     8.4     8.9     8.3     6.2     4.1     2.1     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.8     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0    90.9    63.2    94.2   178.2   237.9   271.4   278.8
            V      51.6    44.4    46.8    44.2    37.4    31.5    25.6    19.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.6    44.4    46.8    44.2    37.5    32.0    26.6    21.3
            M       0.0    91.0    63.7    94.2   173.0   227.8   256.1   258.9
Total     : M+      0.0   144.4   100.2   149.6   285.9   383.1   439.2   454.2
            V      74.9    63.9    67.5    63.5    51.8    41.1    30.4    19.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.9    63.9    67.5    63.5    52.0    41.6    31.5    21.4
            M       0.0   144.5   100.6   149.6   280.8   373.0   423.8   434.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M      13.7    11.9     8.8     4.5     3.0     4.4     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      72.0    62.4    46.3    23.8    15.9    23.0     0.0
Haunch (Max)V       2.1     4.1     6.2     8.3     8.9     8.4    10.0
Diaphragm : M       0.8     0.6     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    271.4   237.9   178.2    94.2    63.2    90.9     0.0
            V      25.6    31.5    37.4    44.2    46.8    44.4    51.6
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    26.6    32.0    37.5    44.2    46.8    44.4    51.6
            M     256.1   227.8   173.0    94.2    63.7    91.0     0.0
Total     : M+    439.2   383.1   285.9   149.6   100.2   144.4     0.0
            V      30.4    41.1    51.8    63.5    67.5    63.9    74.9
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    31.5    41.6    52.0    63.5    67.5    63.9    74.9
            M     423.8   373.0   280.8   149.6   100.6   144.5     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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    13.9     9.6    14.4    28.1    37.8    43.7    45.6
(Max)       V       6.1     5.1     5.4     5.0     3.8     2.5     1.3     0.0
Self wt.  : M       0.0    10.0     6.9    10.4    20.2    27.2    31.5    32.9
(Min)       V       4.4     3.7     3.9     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     5.5     3.8     5.7    11.0    14.9    17.2    17.9
DC(Max)     V       2.4     2.0     2.1     2.0     1.5     1.0     0.5     0.0
DL-Prec.  : M       0.0     3.9     2.7     4.1     8.0    10.7    12.4    12.9
DC(Min)     V       1.7     1.4     1.5     1.4     1.1     0.7     0.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    28.7    19.9    29.8    57.9    78.0    90.0    94.0
Haunch (Max)V      12.5    10.4    11.1    10.4     7.8     5.2     2.6     0.0
Deck +    : M       0.0    20.7    14.3    21.4    41.7    56.1    64.8    67.7
Haunch (Min)V       9.0     7.5     8.0     7.5     5.6     3.7     1.9     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.8     1.1     1.3
(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     0.8     1.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.8     8.8    13.2    25.7    34.7    40.0    41.8
DC(Max)     V       5.6     4.6     5.0     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.2     6.4     9.5    18.5    25.0    28.8    30.1
DC(Min)     V       4.0     3.3     3.6     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     4.7     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.6     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.0     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   198.9   138.3   206.0   389.8   520.4   593.7   609.8
            V     112.9    97.2   102.4    96.6    81.7    68.8    55.9    43.0
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   112.9    97.2   102.4    96.6    82.0    69.9    58.1    46.6
            M       0.0   199.1   139.3   206.0   378.5   498.3   560.1   566.3
Total     : M+      0.0   266.9   185.2   276.4   526.7   705.0   807.0   832.8
            V     142.5   121.9   128.7   121.1   100.1    81.1    62.1    43.1
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   142.5   121.9   128.7   121.1   100.4    82.2    64.3    46.7
            M       0.0   267.1   186.2   276.4   515.5   682.9   773.4   789.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      43.7    37.8    28.1    14.4     9.6    13.9     0.0
(Max)       V       1.3     2.5     3.8     5.0     5.4     5.1     6.1
Self wt.  : M      31.5    27.2    20.2    10.4     6.9    10.0     0.0
(Min)       V       0.9     1.8     2.7     3.6     3.9     3.7     4.4
DL-Prec.  : M      17.2    14.9    11.0     5.7     3.8     5.5     0.0
DC(Max)     V       0.5     1.0     1.5     2.0     2.1     2.0     2.4
DL-Prec.  : M      12.4    10.7     8.0     4.1     2.7     3.9     0.0
DC(Min)     V       0.4     0.7     1.1     1.4     1.5     1.4     1.7
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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      90.0    78.0    57.9    29.8    19.9    28.7     0.0
Haunch (Max)V       2.6     5.2     7.8    10.4    11.1    10.4    12.5
Deck +    : M      64.8    56.1    41.7    21.4    14.3    20.7     0.0
Haunch (Min)V       1.9     3.7     5.6     7.5     8.0     7.5     9.0
Diaphragm : M       1.1     0.8     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       0.8     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      40.0    34.7    25.7    13.2     8.8    12.8     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.0     4.6     5.6
DL-Comp   : M      28.8    25.0    18.5     9.5     6.4     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.6     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     4.7     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.6     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.0     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    593.7   520.4   389.8   206.0   138.3   198.9     0.0
            V      55.9    68.8    81.7    96.6   102.4    97.2   112.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.1    69.9    82.0    96.6   102.4    97.2   112.9
            M     560.1   498.3   378.5   206.0   139.3   199.1     0.0
Total     : M+    807.0   705.0   526.7   276.4   185.2   266.9     0.0
            V      62.1    81.1   100.1   121.1   128.7   121.9   142.5
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    64.3    82.2   100.4   121.1   128.7   121.9   142.5
            M     773.4   682.9   515.5   276.4   186.2   267.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.1              6.1
Deck+Haunch            12.5             12.5
Diaphragm               0.1              0.1
DL-Prec.(DC)            2.4              2.4
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.9             27.9
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     4.4     3.0     4.5     8.8    11.9    13.7    14.4
DC(Max)     V       1.9     1.6     1.7     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
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    23.0    15.9    23.8    46.3    62.4    72.0    75.2
Haunch (Max)V      10.0     8.4     8.9     8.3     6.2     4.1     2.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.8     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     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     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     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   104.3    72.3   108.1   207.5   275.0   310.6   314.3
            V      62.3    55.7    57.9    55.4    48.5    41.7    34.8    27.9
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    62.3    55.7    57.9    55.4    48.5    41.7    34.8    27.9
            M       0.0   104.3    72.3   108.1   207.5   275.0   310.6   314.3
Total     : M+      0.0   157.8   109.2   163.5   315.3   420.3   478.4   489.7
            V      85.6    75.1    78.6    74.7    63.0    51.4    39.7    28.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    85.6    75.1    78.6    74.7    63.0    51.4    39.7    28.0
            M       0.0   157.8   109.2   163.5   315.3   420.3   478.4   489.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
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      13.7    11.9     8.8     4.5     3.0     4.4     0.0
DC(Max)     V       0.4     0.8     1.2     1.6     1.7     1.6     1.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      72.0    62.4    46.3    23.8    15.9    23.0     0.0
Haunch (Max)V       2.1     4.1     6.2     8.3     8.9     8.4    10.0
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       0.8     0.6     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
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      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    310.6   275.0   207.5   108.1    72.3   104.3     0.0
            V      34.8    41.7    48.5    55.4    57.9    55.7    62.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.8    41.7    48.5    55.4    57.9    55.7    62.3
            M     310.6   275.0   207.5   108.1    72.3   104.3     0.0
Total     : M+    478.4   420.3   315.3   163.5   109.2   157.8     0.0
            V      39.7    51.4    63.0    74.7    78.6    75.1    85.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.7    51.4    63.0    74.7    78.6    75.1    85.6
            M     478.4   420.3   315.3   163.5   109.2   157.8     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.019   0.029   0.056   0.075   0.087   0.091
Bottom        -0.000  -0.021  -0.015  -0.022  -0.043  -0.058  -0.067  -0.070
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.146   0.100   0.151   0.293   0.395   0.456   0.476
Bottom        -0.000  -0.112  -0.077  -0.116  -0.225  -0.303  -0.349  -0.365
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.010   0.019   0.026   0.030   0.031
Precast-top   -0.000   0.003   0.002   0.003   0.005   0.007   0.008   0.009
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.066  -0.076  -0.080
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.009   0.012   0.013   0.014
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.011  -0.008  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.107   0.074   0.111   0.209   0.279   0.319   0.327
Precast-top   -0.000   0.030   0.021   0.031   0.058   0.078   0.089   0.091
Bottom        -0.000  -0.271  -0.190  -0.280  -0.530  -0.708  -0.808  -0.830
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.121   0.084   0.125   0.237   0.317   0.362   0.373 
Precast-top    0.027   0.437   0.309   0.447   0.719   0.913   1.029   1.068 
Bottom         0.263   1.031   0.774   1.013   0.544   0.210   0.016  -0.038 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.010   0.014   0.028   0.038   0.043   0.045 
Precast-top    0.027   0.407   0.288   0.416   0.660   0.835   0.940   0.976 
Bottom         0.263   1.301   0.963   1.293   1.075   0.919   0.824   0.792 
 

 
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    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.019   0.029   0.056   0.075   0.087   0.091
Bottom        -0.000  -0.021  -0.015  -0.022  -0.043  -0.058  -0.067  -0.070
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.001   0.003   0.004   0.005   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.146   0.100   0.151   0.293   0.395   0.456   0.476
Bottom        -0.000  -0.112  -0.077  -0.116  -0.225  -0.303  -0.349  -0.365
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.010   0.019   0.026   0.030   0.031
Precast-top   -0.000   0.003   0.002   0.003   0.005   0.007   0.008   0.009
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.066  -0.076  -0.080
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.009   0.012   0.013   0.014
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.011  -0.008  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.085   0.060   0.088   0.167   0.224   0.255   0.262
Precast-top   -0.000   0.024   0.016   0.025   0.047   0.062   0.071   0.073
Bottom        -0.000  -0.217  -0.152  -0.224  -0.424  -0.567  -0.646  -0.664
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.069   0.103   0.195   0.261   0.298   0.307 
Precast-top    0.027   0.431   0.305   0.441   0.707   0.897   1.011   1.049 
Bottom         0.263   1.085   0.812   1.069   0.651   0.352   0.178   0.128 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.098   0.068   0.102   0.195   0.258   0.292   0.295
Precast-top   -0.000   0.027   0.019   0.028   0.054   0.072   0.081   0.082
Bottom        -0.000  -0.248  -0.174  -0.257  -0.494  -0.655  -0.740  -0.749
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.105   0.073   0.109   0.209   0.277   0.314   0.318 
Precast-top    0.014   0.231   0.163   0.237   0.385   0.490   0.552   0.571 
Bottom         0.131   0.402   0.308   0.389   0.043  -0.196  -0.328  -0.352 
 

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
    142.5    6.0   37.6    0.141   0.0   6.00e-3 50.0    144.5     0.918    0.533      0.99
      0.0    0.2   37.5     31.5 0.141      13.9 0.87    12.00     0.085    0.617*
Transfer:   3.00
    121.9    6.0   37.6    0.848   0.0   3.46e-3 41.1    114.5     0.540    1.233      0.00
    267.1    1.1   37.0    189.0 0.122      21.0 1.33    24.00     0.085    2.050 
Critical:   3.59
    117.0    6.0   37.6    0.878   0.0   2.72e-3 38.5    105.2     0.453    1.092      0.00
    325.2    1.1   37.0    189.0 0.117      24.8 1.58    24.00     0.085    2.136 
0.1L    :   3.10
    121.1    6.0   37.6    0.853   0.0   3.33e-3 40.7    113.0     0.524    1.233      0.00
    276.4    1.1   37.0    189.0 0.121      21.5 1.37    24.00     0.085    2.064 
0.2L    :   6.20
    100.4    6.0   37.6    1.009   0.0   2.68e-3 38.4     86.6     0.372    0.765      0.00
    515.5    1.3   36.9    189.0 0.101      25.0 1.59    24.00     0.085    1.822 
0.3L    :   9.30
     82.2    6.0   37.6    1.165   0.0   2.54e-3 37.9     65.6     0.277    0.765      0.00
    682.9    1.5   36.8    189.0 0.083      25.8 1.65    24.00     0.085    2.263 
0.4L    :  12.40
     64.3    6.0   37.6    1.302   0.0   1.91e-3 35.7     40.7     0.159    0.765      0.00
    773.4    1.7   36.8    189.0 0.065      30.8 1.98    24.00     0.085    3.171 
0.5L    :  15.50
     46.7    6.0   37.6    1.302   0.0   1.57e-3 34.5     17.6     0.085    0.300      0.00
    789.3    1.7   36.8    189.0 0.047      34.3 2.20    24.00     0.085    2.207 
0.6L    :  18.60
     64.3    6.0   37.6    1.302   0.0   1.91e-3 35.7     40.7     0.159    0.765      0.00
    773.4    1.7   36.8    189.0 0.065      30.8 1.98    24.00     0.085    3.171 
0.7L    :  21.70
     82.2    6.0   37.6    1.165   0.0   2.54e-3 37.9     65.6     0.277    0.765      0.00
    682.9    1.5   36.8    189.0 0.083      25.8 1.65    24.00     0.085    2.263 
0.8L    :  24.80
    100.4    6.0   37.6    1.009   0.0   2.68e-3 38.4     86.6     0.372    0.765      0.00
    515.5    1.3   36.9    189.0 0.101      25.0 1.59    24.00     0.085    1.822 
0.9L    :  27.90
    121.1    6.0   37.6    0.853   0.0   3.33e-3 40.7    113.0     0.524    1.233      0.00
    276.4    1.1   37.0    189.0 0.121      21.5 1.37    24.00     0.085    2.064 
Critical:  27.41
    117.0    6.0   37.6    0.878   0.0   2.72e-3 38.5    105.2     0.453    1.092      0.00
    325.2    1.1   37.0    189.0 0.117      24.8 1.58    24.00     0.085    2.136 
Transfer:  28.00
    121.9    6.0   37.6    0.848   0.0   3.46e-3 41.1    114.5     0.540    1.233      0.00
    267.1    1.1   37.0    189.0 0.122      21.0 1.33    24.00     0.085    2.050 
Bearing :  30.50
    142.5    6.0   37.6    0.141   0.0   6.00e-3 50.0    144.5     0.918    0.533      0.99
      0.0    0.2   37.5     31.5 0.141      13.9 0.87    12.00     0.085    0.617*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.68
 
 
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
    142.5      4.22     37.58    0.18       37.49    24.00      0.090      1.183      0.341      0.533 
Transfer:      2.50
    121.9      3.66     37.58    1.08       37.04    24.00      0.090      0.994      0.228      0.533 
Critical:      3.09
    117.1      3.52     37.58    1.12       37.02    24.00      0.090      0.947      0.199      0.392 
0.1L    :      2.60
    121.1      3.63     37.58    1.09       37.04    24.00      0.090      0.986      0.223      0.533 
0.2L    :      5.70
    100.4      3.02     37.58    1.29       36.94    24.00      0.090      0.782      0.100      0.300 
0.3L    :      8.80
     82.2      2.48     37.58    1.48       36.84    24.00      0.090      0.602      0.000      0.300 
0.4L    :     11.90
     64.3      1.94     37.58    1.65       36.76    24.00      0.090      0.423      0.000      0.300 
0.5L    :     15.00
     46.7      1.41     37.58    1.65       36.76    24.00      0.090      0.246      0.000      0.300 
0.6L    :     18.10
     64.3      1.94     37.58    1.65       36.76    24.00      0.090      0.423      0.000      0.300 
0.7L    :     21.20
     82.2      2.48     37.58    1.48       36.84    24.00      0.090      0.602      0.000      0.300 
0.8L    :     24.30
    100.4      3.02     37.58    1.29       36.94    24.00      0.090      0.782      0.100      0.300 
0.9L    :     27.40
    121.1      3.63     37.58    1.09       37.04    24.00      0.090      0.986      0.223      0.533 
Critical:     26.91
    117.1      3.52     37.58    1.12       37.02    24.00      0.090      0.947      0.199      0.392 
Transfer:     27.50
    121.9      3.66     37.58    1.08       37.04    24.00      0.090      0.994      0.228      0.533 
Bearing :     30.00
    142.5      4.22     37.58    0.18       37.49    24.00      0.090      1.183      0.341      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.023  2.30     -0.052
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 5.70 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.047  2.30     -0.108
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 8.80 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
Deck + Haunch  :                       -0.066  2.30     -0.152
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 11.90 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.079  2.30     -0.181
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.001  3.00     -0.003
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 0.5 x L = 15.00 ft
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
Deck + Haunch  :                       -0.083  2.30     -0.190
DL-Prec. (DC)  :                       -0.016  3.00     -0.047
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 18.10 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
Deck + Haunch  :                       -0.079  2.30     -0.181
DL-Prec. (DC)  :                       -0.015  3.00     -0.045
Diaphragm      :                       -0.001  3.00     -0.003
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 0.7 x L = 21.20 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
Deck + Haunch  :                       -0.066  2.30     -0.152
DL-Prec. (DC)  :                       -0.013  3.00     -0.038
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.007  3.00     -0.021
DL-Comp. (DW)  :                       -0.003  3.00     -0.009
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 24.30 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
Deck + Haunch  :                       -0.047  2.30     -0.108
DL-Prec. (DC)  :                       -0.009  3.00     -0.027
Diaphragm      :                       -0.001  3.00     -0.002
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.005  3.00     -0.015
DL-Comp. (DW)  :                       -0.002  3.00     -0.007
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 27.40 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
Deck + Haunch  :                       -0.023  2.30     -0.052
DL-Prec. (DC)  :                       -0.004  3.00     -0.013
Diaphragm      :                       -0.000  3.00     -0.001
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.002  3.00     -0.007
DL-Comp. (DW)  :                       -0.001  3.00     -0.003
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
   266.9    31.3  1.131  266.9    1.3   1.08    772.3  0.087T 1.00       -       -     -     -  
H/2     :   1.68
   185.2    31.3  0.820  267.8    0.9   0.79    564.9  0.121T 1.00       -       -     -     -  
0.1L    :   2.60
   276.4    31.3  1.137  266.9    1.3   1.09    776.7  0.087T 1.00       -       -     -     -  
0.2L    :   5.70
   526.7    31.3  1.345  266.3    1.5   1.29    913.9  0.073T 1.00       -       -     -     -  
0.3L    :   8.80
   705.0    31.3  1.553  265.8    1.7   1.48   1049.7  0.063T 1.00       -       -     -     -  
0.4L    :  11.90
   807.0    31.3  1.736  265.3    1.9   1.65   1167.7  0.056T 1.00       -       -     -     -  
0.5L    :  15.00
   832.8    31.3  1.736  265.3    1.9   1.65   1167.7  0.056T 1.00    932.6   932.6    1.25    -  
0.6L    :  18.10
   807.0    31.3  1.736  265.3    1.9   1.65   1167.7  0.056T 1.00    938.4   938.4    1.24    -  
0.7L    :  21.20
   705.0    31.3  1.553  265.8    1.7   1.48   1049.7  0.063T 1.00       -       -     -     -  
0.8L    :  24.30
   526.7    31.3  1.345  266.3    1.5   1.29    913.9  0.073T 1.00       -       -     -     -  
0.9L    :  27.40
   276.4    31.3  1.137  266.9    1.3   1.09    776.7  0.087T 1.00       -       -     -     -  
H/2     :  28.32
   185.2    31.3  0.820  267.8    0.9   0.79    564.9  0.121T 1.00       -       -     -     -  
Transfer:  27.50
   266.9    31.3  1.131  266.9    1.3   1.08    772.3  0.087T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.183
        M   2.00 Fb     0.607
 
  2   1 E  29.00 Ft     0.288
        M  29.00 Fb     0.479
 
  3   1 E  27.00 Ft     0.715
        M  27.00 Fb     0.386
 
  4   2 E   4.00 Ft     0.535
        M   4.00 Fb     0.990
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.663
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.21 %               Final losses: 13.72 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.663     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       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)                  1167.67      832.83     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   0.373     Midspan    1.800   0.045     Midspan
    Pre.Top:   3.000   1.068     Midspan    2.250   0.976     Midspan
    Pre.Bot:   3.000   1.031    Transfer    2.250   1.301    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.027     Bearing
    Pre.Bot:  -0.420   0.128     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.571     Midspan
    Pre.Bot:                                                             2.000   0.402    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
Deck + Haunch  :                       -0.083  2.30     -0.190
DL-Prec. (DC)  :                       -0.016  3.00     -0.047
Diaphragm      :                       -0.001  3.00     -0.003
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.009  3.00     -0.026
DL-Comp. (DW)  :                       -0.004  3.00     -0.012
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   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.740   (Calculated)    
Live Moment (1  lane  loaded)  : 0.579   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.053   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.881   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.2    321.9    319.1    321.9    321.9    321.9    321.9    321.9
  Yb      ,  in    14.02    13.89    13.93    13.89    13.89    13.89    13.89    13.89
  MI(Ixx) , in4    34126    34339    34270    34339    34339    34339    34339    34339
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1013.7   1021.9   1019.2   1021.9   1021.9   1021.9   1021.9   1021.9
  Yb      ,  in    29.44    29.28    29.33    29.28    29.28    29.28    29.28    29.28
  MI(Ixx) , in4   145454   148842   147733   148842   148842   148842   148842   148842

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.00 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.053 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.066 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.098 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      2.484 10058.876   221.661      70.854        
 
 
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      10.63       2.7710      3.6601     No
      2      US#5[M16]       60.00        0.62      14.13*      3.6601      4.8399     No
      2      US#5[M16]       60.00        0.62      16.00       4.8399     12.8333     No
      2      US#4[M13]       60.00        0.40      12.25       3.1460      4.1670    Yes
      2      US#4[M13]       60.00        0.40      16.00       4.1670     26.8330    Yes
      2      US#4[M13]       60.00        0.40      12.25      26.8330     27.8540    Yes
      2      US#5[M16]       60.00        0.62      16.00      18.1667     26.1601     No
      2      US#5[M16]       60.00        0.62      14.13*     26.1601     27.3399     No
      2      US#5[M16]       60.00        0.62      10.63      27.3399     28.2290     No
      2      US#5[M16]       60.00        0.62       9.00      28.2290     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      27.8540     30.8540    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)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  9.00 in
         P_init    =      340.3 kips  Ecc =  5.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.177 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.05 ksi    0.00 ksi
    due to Composite Loads                                 -0.53 ksi    0.00 ksi
    due to Live Loads                                      -3.25 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         9.93 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.25 ksi  ( 4.21 %)            18.42 ksi ( 9.40 %)
Total Prestress Losses                                    26.66 ksi (13.60 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
Deck +    : M       0.0    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   121.8    84.7   126.1   238.6   318.6   363.5   373.4
            V      79.5    68.5    72.2    68.1    57.6    48.5    39.4    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.5    68.5    72.2    68.1    57.8    49.3    41.0    32.9
            M       0.0   121.9    85.3   126.1   231.7   305.1   343.0   346.7
Total     : M+      0.0   175.7   121.9   182.0   347.3   465.2   533.0   550.7
            V     103.0    88.1    93.0    87.5    72.2    58.3    44.4    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   103.0    88.1    93.0    87.5    72.4    59.1    45.9    33.0
            M       0.0   175.8   122.5   182.0   340.4   451.6   512.4   524.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    363.5   318.6   238.6   126.1    84.7   121.8     0.0
            V      39.4    48.5    57.6    68.1    72.2    68.5    79.5
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    41.0    49.3    57.8    68.1    72.2    68.5    79.5
            M     343.0   305.1   231.7   126.1    85.3   121.9     0.0
Total     : M+    533.0   465.2   347.3   182.0   121.9   175.7     0.0
            V      44.4    58.3    72.2    87.5    93.0    88.1   103.0
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    45.9    59.1    72.4    87.5    93.0    88.1   103.0
            M     512.4   451.6   340.4   182.0   122.5   175.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                4.9              4.9
Deck+Haunch            11.0             11.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.1              1.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.3             22.3
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
Deck +    : M       0.0    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0    97.4    67.7   100.9   190.9   254.9   290.8   298.7
            V      63.6    54.8    57.7    54.5    46.1    38.8    31.5    24.3
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    63.6    54.8    57.7    54.5    46.2    39.4    32.8    26.3
            M       0.0    97.5    68.2   100.9   185.4   244.1   274.4   277.4
Total     : M+      0.0   151.3   105.0   156.7   299.6   401.4   460.3   476.0
            V      87.1    74.4    78.6    73.9    60.7    48.6    36.5    24.4
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    87.1    74.4    78.6    73.9    60.9    49.2    37.7    26.4
            M       0.0   151.4   105.4   156.7   294.1   390.6   443.8   454.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    290.8   254.9   190.9   100.9    67.7    97.4     0.0
            V      31.5    38.8    46.1    54.5    57.7    54.8    63.6
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    32.8    39.4    46.2    54.5    57.7    54.8    63.6
            M     274.4   244.1   185.4   100.9    68.2    97.5     0.0
Total     : M+    460.3   401.4   299.6   156.7   105.0   151.3     0.0
            V      36.5    48.6    60.7    73.9    78.6    74.4    87.1
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    37.7    49.2    60.9    73.9    78.6    74.4    87.1
            M     443.8   390.6   294.1   156.7   105.4   151.4     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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    13.9     9.6    14.4    28.1    37.8    43.7    45.6
(Max)       V       6.1     5.1     5.4     5.0     3.8     2.5     1.3     0.0
Self wt.  : M       0.0    10.0     6.9    10.4    20.2    27.2    31.5    32.9
(Min)       V       4.4     3.7     3.9     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     3.0     2.1     3.1     6.1     8.2     9.5     9.9
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     0.0
DL-Prec.  : M       0.0     2.2     1.5     2.3     4.4     5.9     6.8     7.1
DC(Min)     V       0.9     0.8     0.8     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    31.5    21.8    32.7    63.5    85.5    98.7   103.1
Haunch (Max)V      13.8    11.5    12.2    11.4     8.5     5.7     2.8     0.0
Deck +    : M       0.0    22.7    15.7    23.5    45.7    61.6    71.1    74.3
Haunch (Min)V       9.9     8.2     8.8     8.2     6.1     4.1     2.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.0     1.6     2.1     2.7
(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     0.3     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.8     8.8    13.2    25.7    34.7    40.0    41.8
DC(Max)     V       5.6     4.6     5.0     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.2     6.4     9.5    18.5    25.0    28.8    30.1
DC(Min)     V       4.0     3.3     3.6     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     4.7     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.6     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.0     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   213.2   148.2   220.7   417.6   557.6   636.2   653.4
            V     139.2   119.9   126.3   119.1   100.8    84.9    69.0    53.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   139.2   119.9   126.3   119.1   101.1    86.2    71.7    57.5
            M       0.0   213.3   149.2   220.7   405.6   533.9   600.2   606.7
Total     : M+      0.0   281.7   195.5   291.7   555.7   743.8   851.5   878.8
            V     169.1   144.8   152.8   143.9   119.4    97.3    75.3    53.3
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   169.1   144.8   152.8   143.9   119.7    98.7    78.0    57.7
            M       0.0   281.8   196.6   291.7   543.7   720.1   815.5   832.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      43.7    37.8    28.1    14.4     9.6    13.9     0.0
(Max)       V       1.3     2.5     3.8     5.0     5.4     5.1     6.1
Self wt.  : M      31.5    27.2    20.2    10.4     6.9    10.0     0.0
(Min)       V       0.9     1.8     2.7     3.6     3.9     3.7     4.4
DL-Prec.  : M       9.5     8.2     6.1     3.1     2.1     3.0     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       6.8     5.9     4.4     2.3     1.5     2.2     0.0
DC(Min)     V       0.2     0.4     0.6     0.8     0.8     0.8     0.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      98.7    85.5    63.5    32.7    21.8    31.5     0.0
Haunch (Max)V       2.8     5.7     8.5    11.4    12.2    11.5    13.8
Deck +    : M      71.1    61.6    45.7    23.5    15.7    22.7     0.0
Haunch (Min)V       2.0     4.1     6.1     8.2     8.8     8.2     9.9
Diaphragm : M       2.1     1.6     1.0     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       1.5     1.1     0.7     0.3     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      40.0    34.7    25.7    13.2     8.8    12.8     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.0     4.6     5.6
DL-Comp   : M      28.8    25.0    18.5     9.5     6.4     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.6     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     4.7     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.6     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.0     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    636.2   557.6   417.6   220.7   148.2   213.2     0.0
            V      69.0    84.9   100.8   119.1   126.3   119.9   139.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    71.7    86.2   101.1   119.1   126.3   119.9   139.2
            M     600.2   533.9   405.6   220.7   149.2   213.3     0.0
Total     : M+    851.5   743.8   555.7   291.7   195.5   281.7     0.0
            V      75.3    97.3   119.4   143.9   152.8   144.8   169.1
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    78.0    98.7   119.7   143.9   152.8   144.8   169.1
            M     815.5   720.1   543.7   291.7   196.6   281.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.1              6.1
Deck+Haunch            13.8             13.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.9             27.9
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     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     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
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    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     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     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     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     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     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    94.4    65.4    97.7   187.7   248.8   281.0   284.3
            V      64.3    57.5    59.7    57.2    50.1    43.0    35.9    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.3    57.5    59.7    57.2    50.1    43.0    35.9    28.8
            M       0.0    94.4    65.4    97.7   187.7   248.8   281.0   284.3
Total     : M+      0.0   148.3   102.6   153.6   296.4   395.4   450.4   461.7
            V      87.8    77.1    80.6    76.7    64.8    52.8    40.9    29.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.8    77.1    80.6    76.7    64.8    52.8    40.9    29.0
            M       0.0   148.3   102.6   153.6   296.4   395.4   450.4   461.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
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       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     0.8     0.4     0.2     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
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      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    281.0   248.8   187.7    97.7    65.4    94.4     0.0
            V      35.9    43.0    50.1    57.2    59.7    57.5    64.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.9    43.0    50.1    57.2    59.7    57.5    64.3
            M     281.0   248.8   187.7    97.7    65.4    94.4     0.0
Total     : M+    450.4   395.4   296.4   153.6   102.6   148.3     0.0
            V      40.9    52.8    64.8    76.7    80.6    77.1    87.8
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    40.9    52.8    64.8    76.7    80.6    77.1    87.8
            M     450.4   395.4   296.4   153.6   102.6   148.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.011   0.016   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.012  -0.008  -0.012  -0.024  -0.032  -0.037  -0.038
 
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   0.002   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.160   0.110   0.165   0.321   0.433   0.500   0.522
Bottom        -0.000  -0.122  -0.085  -0.127  -0.246  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.006   0.009   0.018   0.024   0.028   0.029
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.065  -0.076  -0.079
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.008   0.011   0.013   0.013
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.003   0.003
Bottom        -0.000  -0.011  -0.007  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.107   0.075   0.111   0.210   0.280   0.320   0.329
Precast-top   -0.000   0.027   0.018   0.028   0.052   0.070   0.080   0.082
Bottom        -0.000  -0.288  -0.202  -0.298  -0.563  -0.752  -0.858  -0.881
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.120   0.084   0.124   0.236   0.316   0.361   0.371 
Precast-top    0.027   0.436   0.308   0.446   0.717   0.911   1.028   1.068 
Bottom         0.263   1.012   0.761   0.994   0.508   0.161  -0.041  -0.097 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.009   0.013   0.026   0.035   0.041   0.043 
Precast-top    0.027   0.410   0.290   0.419   0.665   0.841   0.949   0.986 
Bottom         0.263   1.300   0.962   1.292   1.071   0.913   0.817   0.784 
 

 
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    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.011   0.016   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.012  -0.008  -0.012  -0.024  -0.032  -0.037  -0.038
 
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   0.002   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.160   0.110   0.165   0.321   0.433   0.500   0.522
Bottom        -0.000  -0.122  -0.085  -0.127  -0.246  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.006   0.009   0.018   0.024   0.028   0.029
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.065  -0.076  -0.079
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.008   0.011   0.013   0.013
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.003   0.003
Bottom        -0.000  -0.011  -0.007  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.086   0.060   0.089   0.168   0.224   0.256   0.263
Precast-top   -0.000   0.021   0.015   0.022   0.042   0.056   0.064   0.065
Bottom        -0.000  -0.230  -0.161  -0.238  -0.451  -0.602  -0.687  -0.705
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.069   0.102   0.194   0.260   0.297   0.305 
Precast-top    0.027   0.431   0.304   0.441   0.707   0.897   1.012   1.052 
Bottom         0.263   1.070   0.801   1.053   0.620   0.311   0.131   0.079 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.083   0.058   0.086   0.165   0.219   0.247   0.250
Precast-top   -0.000   0.021   0.014   0.021   0.041   0.055   0.062   0.062
Bottom        -0.000  -0.223  -0.156  -0.231  -0.443  -0.587  -0.663  -0.671
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.062   0.093   0.178   0.237   0.268   0.271 
Precast-top    0.014   0.225   0.159   0.231   0.374   0.475   0.536   0.555 
Bottom         0.131   0.427   0.325   0.415   0.092  -0.131  -0.255  -0.279 
 

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
    169.1    6.0   37.6    0.141   0.0   6.00e-3 50.0    174.0     1.106    0.533      1.41
      0.0    0.2   37.5     31.5 0.167      13.9 0.87    12.00     0.085    0.521*
Transfer:   3.00
    144.8    6.0   37.6    0.847   0.0   5.37e-3 47.8    145.9     0.868    1.233      0.00
    281.8    1.0   37.1    189.0 0.145      15.0 0.95    12.00     0.085    1.381 
Critical:   3.59
    139.0    6.0   37.6    0.877   0.0   4.49e-3 44.7    137.2     0.733    1.092      0.00
    343.5    1.0   37.1    189.0 0.139      17.3 1.10    12.00     0.085    1.435 
0.1L    :   3.10
    143.9    6.0   37.6    0.852   0.0   5.22e-3 47.3    144.5     0.844    1.233      0.00
    291.7    1.0   37.1    189.0 0.144      15.4 0.98    12.00     0.085    1.417 
0.2L    :   6.20
    119.7    6.0   37.6    1.008   0.0   3.68e-3 41.9    113.0     0.548    0.765      0.00
    543.7    1.2   37.0    189.0 0.120      20.0 1.28    24.00     0.085    1.337 
0.3L    :   9.30
     98.7    6.0   37.6    1.164   0.0   3.41e-3 40.9     88.5     0.416    0.765      0.00
    720.1    1.3   36.9    189.0 0.099      21.1 1.35    24.00     0.085    1.678 
0.4L    :  12.40
     78.0    6.0   37.6    1.302   0.0   2.63e-3 38.2     61.5     0.263    0.765      0.00
    815.5    1.5   36.8    189.0 0.078      25.2 1.61    24.00     0.085    2.355 
0.5L    :  15.50
     57.7    6.0   37.6    1.302   0.0   2.23e-3 36.8     36.0     0.146    0.300      0.00
    832.1    1.5   36.8    189.0 0.058      28.1 1.80    24.00     0.085    1.590 
0.6L    :  18.60
     78.0    6.0   37.6    1.302   0.0   2.63e-3 38.2     61.5     0.263    0.765      0.00
    815.5    1.5   36.8    189.0 0.078      25.2 1.61    24.00     0.085    2.355 
0.7L    :  21.70
     98.7    6.0   37.6    1.164   0.0   3.41e-3 40.9     88.5     0.416    0.765      0.00
    720.1    1.3   36.9    189.0 0.099      21.1 1.35    24.00     0.085    1.678 
0.8L    :  24.80
    119.7    6.0   37.6    1.008   0.0   3.68e-3 41.9    113.0     0.548    0.765      0.00
    543.7    1.2   37.0    189.0 0.120      20.0 1.28    24.00     0.085    1.337 
0.9L    :  27.90
    143.9    6.0   37.6    0.852   0.0   5.22e-3 47.3    144.5     0.844    1.233      0.00
    291.7    1.0   37.1    189.0 0.144      15.4 0.98    12.00     0.085    1.417 
Critical:  27.41
    139.0    6.0   37.6    0.877   0.0   4.49e-3 44.7    137.2     0.733    1.092      0.00
    343.5    1.0   37.1    189.0 0.139      17.3 1.10    12.00     0.085    1.435 
Transfer:  28.00
    144.8    6.0   37.6    0.847   0.0   5.37e-3 47.8    145.9     0.868    1.233      0.00
    281.8    1.0   37.1    189.0 0.145      15.0 0.95    12.00     0.085    1.381 
Bearing :  30.50
    169.1    6.0   37.6    0.141   0.0   6.00e-3 50.0    174.0     1.106    0.533      1.41
      0.0    0.2   37.5     31.5 0.167      13.9 0.87    12.00     0.085    0.521*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.68
 
 
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
    169.1      5.01     37.58    0.17       37.50    24.00      0.090      1.445      0.498      0.533 
Transfer:      2.50
    144.8      4.34     37.58    0.99       37.09    24.00      0.090      1.221      0.364      0.533 
Critical:      3.09
    139.1      4.17     37.58    1.02       37.07    24.00      0.090      1.165      0.330      0.392 
0.1L    :      2.60
    143.9      4.31     37.58    0.99       37.09    24.00      0.090      1.212      0.358      0.533 
0.2L    :      5.70
    119.7      3.60     37.58    1.17       37.00    24.00      0.090      0.974      0.215      0.300 
0.3L    :      8.80
     98.7      2.97     37.58    1.35       36.91    24.00      0.090      0.765      0.090      0.300 
0.4L    :     11.90
     78.0      2.35     37.58    1.51       36.83    24.00      0.090      0.560      0.000      0.300 
0.5L    :     15.00
     57.7      1.74     37.58    1.51       36.83    24.00      0.090      0.355      0.000      0.300 
0.6L    :     18.10
     78.0      2.35     37.58    1.51       36.83    24.00      0.090      0.560      0.000      0.300 
0.7L    :     21.20
     98.7      2.97     37.58    1.35       36.91    24.00      0.090      0.765      0.090      0.300 
0.8L    :     24.30
    119.7      3.60     37.58    1.17       37.00    24.00      0.090      0.974      0.215      0.300 
0.9L    :     27.40
    143.9      4.31     37.58    0.99       37.09    24.00      0.090      1.212      0.358      0.533 
Critical:     26.91
    139.1      4.17     37.58    1.02       37.07    24.00      0.090      1.165      0.330      0.392 
Transfer:     27.50
    144.8      4.34     37.58    0.99       37.09    24.00      0.090      1.221      0.364      0.533 
Bearing :     30.00
    169.1      5.01     37.58    0.17       37.50    24.00      0.090      1.445      0.498      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
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          :       0.056            0.101            0.121
 
At 0.2 x L = 5.70 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
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          :       0.101            0.180            0.216
 
At 0.3 x L = 8.80 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
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          :       0.131            0.234            0.281
 
At 0.4 x L = 11.90 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
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          :       0.149            0.266            0.319
 
At 0.5 x L = 15.00 ft
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
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          :       0.155            0.277            0.332
 
At 0.6 x L = 18.10 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
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          :       0.149            0.266            0.319
 
At 0.7 x L = 21.20 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
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          :       0.131            0.234            0.281
 
At 0.8 x L = 24.30 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
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          :       0.101            0.180            0.216
 
At 0.9 x L = 27.40 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
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          :       0.056            0.101            0.121
 

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
   281.7    31.3  1.129  267.2    1.2   0.99    773.1  0.096T 1.00       -       -     -     -  
H/2     :   1.68
   195.5    31.3  0.819  268.0    0.8   0.72    565.1  0.133T 1.00       -       -     -     -  
0.1L    :   2.60
   291.7    31.3  1.136  267.2    1.2   0.99    777.6  0.095T 1.00       -       -     -     -  
0.2L    :   5.70
   555.7    31.3  1.343  266.7    1.4   1.17    915.5  0.080T 1.00       -       -     -     -  
0.3L    :   8.80
   743.8    31.3  1.551  266.2    1.6   1.35   1052.1  0.069T 1.00       -       -     -     -  
0.4L    :  11.90
   851.5    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00       -       -     -     -  
0.5L    :  15.00
   878.8    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00    937.8   937.8    1.25    -  
0.6L    :  18.10
   851.5    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00    944.0   944.0    1.24    -  
0.7L    :  21.20
   743.8    31.3  1.551  266.2    1.6   1.35   1052.1  0.069T 1.00       -       -     -     -  
0.8L    :  24.30
   555.7    31.3  1.343  266.7    1.4   1.17    915.5  0.080T 1.00       -       -     -     -  
0.9L    :  27.40
   291.7    31.3  1.136  267.2    1.2   0.99    777.6  0.095T 1.00       -       -     -     -  
H/2     :  28.32
   195.5    31.3  0.819  268.0    0.8   0.72    565.1  0.133T 1.00       -       -     -     -  
Transfer:  27.50
   281.7    31.3  1.129  267.2    1.2   0.99    773.1  0.096T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.183
        M   2.00 Fb     0.607
 
  2   1 E  29.00 Ft     0.288
        M  29.00 Fb     0.479
 
  3   1 E  27.00 Ft     0.715
        M  27.00 Fb     0.386
 
  4   2 E   4.00 Ft     0.535
        M   4.00 Fb     0.990
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.663
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.21 %               Final losses: 13.60 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.663     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       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)                  1172.26      878.80     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.371     Midspan    1.800   0.043     Midspan
    Pre.Top:   3.000   1.068     Midspan    2.250   0.986     Midspan
    Pre.Bot:   3.000   1.012    Transfer    2.250   1.300    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.027     Bearing
    Pre.Bot:  -0.420   0.079     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.555     Midspan
    Pre.Bot:                                                             2.000   0.427    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
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          :       0.155            0.277            0.332
 
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   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.740   (Calculated)    
Live Moment (1  lane  loaded)  : 0.579   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.053   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.881   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.2    321.9    319.1    321.9    321.9    321.9    321.9    321.9
  Yb      ,  in    14.02    13.89    13.93    13.89    13.89    13.89    13.89    13.89
  MI(Ixx) , in4    34126    34339    34270    34339    34339    34339    34339    34339
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1013.7   1021.9   1019.2   1021.9   1021.9   1021.9   1021.9   1021.9
  Yb      ,  in    29.44    29.28    29.33    29.28    29.28    29.28    29.28    29.28
  MI(Ixx) , in4   145454   148842   147733   148842   148842   148842   148842   148842

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.00 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.053 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.066 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.098 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      2.484 10058.876   221.661      70.854        
 
 
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      10.63       2.7710      3.6601     No
      2      US#5[M16]       60.00        0.62      14.13*      3.6601      4.8399     No
      2      US#5[M16]       60.00        0.62      16.00       4.8399     12.8333     No
      2      US#4[M13]       60.00        0.40      12.25       3.1460      4.1670    Yes
      2      US#4[M13]       60.00        0.40      16.00       4.1670     26.8330    Yes
      2      US#4[M13]       60.00        0.40      12.25      26.8330     27.8540    Yes
      2      US#5[M16]       60.00        0.62      16.00      18.1667     26.1601     No
      2      US#5[M16]       60.00        0.62      14.13*     26.1601     27.3399     No
      2      US#5[M16]       60.00        0.62      10.63      27.3399     28.2290     No
      2      US#5[M16]       60.00        0.62       9.00      28.2290     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      27.8540     30.8540    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)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  9.00 in
         P_init    =      340.3 kips  Ecc =  5.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.177 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.05 ksi    0.00 ksi
    due to Composite Loads                                 -0.53 ksi    0.00 ksi
    due to Live Loads                                      -3.25 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         9.93 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.25 ksi  ( 4.21 %)            18.42 ksi ( 9.40 %)
Total Prestress Losses                                    26.66 ksi (13.60 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
Deck +    : M       0.0    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   121.8    84.7   126.1   238.6   318.6   363.5   373.4
            V      79.5    68.5    72.2    68.1    57.6    48.5    39.4    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.5    68.5    72.2    68.1    57.8    49.3    41.0    32.9
            M       0.0   121.9    85.3   126.1   231.7   305.1   343.0   346.7
Total     : M+      0.0   175.7   121.9   182.0   347.3   465.2   533.0   550.7
            V     103.0    88.1    93.0    87.5    72.2    58.3    44.4    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   103.0    88.1    93.0    87.5    72.4    59.1    45.9    33.0
            M       0.0   175.8   122.5   182.0   340.4   451.6   512.4   524.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    363.5   318.6   238.6   126.1    84.7   121.8     0.0
            V      39.4    48.5    57.6    68.1    72.2    68.5    79.5
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    41.0    49.3    57.8    68.1    72.2    68.5    79.5
            M     343.0   305.1   231.7   126.1    85.3   121.9     0.0
Total     : M+    533.0   465.2   347.3   182.0   121.9   175.7     0.0
            V      44.4    58.3    72.2    87.5    93.0    88.1   103.0
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    45.9    59.1    72.4    87.5    93.0    88.1   103.0
            M     512.4   451.6   340.4   182.0   122.5   175.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                4.9              4.9
Deck+Haunch            11.0             11.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.1              1.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.3             22.3
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
Deck +    : M       0.0    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0    97.4    67.7   100.9   190.9   254.9   290.8   298.7
            V      63.6    54.8    57.7    54.5    46.1    38.8    31.5    24.3
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    63.6    54.8    57.7    54.5    46.2    39.4    32.8    26.3
            M       0.0    97.5    68.2   100.9   185.4   244.1   274.4   277.4
Total     : M+      0.0   151.3   105.0   156.7   299.6   401.4   460.3   476.0
            V      87.1    74.4    78.6    73.9    60.7    48.6    36.5    24.4
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    87.1    74.4    78.6    73.9    60.9    49.2    37.7    26.4
            M       0.0   151.4   105.4   156.7   294.1   390.6   443.8   454.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    290.8   254.9   190.9   100.9    67.7    97.4     0.0
            V      31.5    38.8    46.1    54.5    57.7    54.8    63.6
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    32.8    39.4    46.2    54.5    57.7    54.8    63.6
            M     274.4   244.1   185.4   100.9    68.2    97.5     0.0
Total     : M+    460.3   401.4   299.6   156.7   105.0   151.3     0.0
            V      36.5    48.6    60.7    73.9    78.6    74.4    87.1
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    37.7    49.2    60.9    73.9    78.6    74.4    87.1
            M     443.8   390.6   294.1   156.7   105.4   151.4     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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    13.9     9.6    14.4    28.1    37.8    43.7    45.6
(Max)       V       6.1     5.1     5.4     5.0     3.8     2.5     1.3     0.0
Self wt.  : M       0.0    10.0     6.9    10.4    20.2    27.2    31.5    32.9
(Min)       V       4.4     3.7     3.9     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     3.0     2.1     3.1     6.1     8.2     9.5     9.9
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     0.0
DL-Prec.  : M       0.0     2.2     1.5     2.3     4.4     5.9     6.8     7.1
DC(Min)     V       0.9     0.8     0.8     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    31.5    21.8    32.7    63.5    85.5    98.7   103.1
Haunch (Max)V      13.8    11.5    12.2    11.4     8.5     5.7     2.8     0.0
Deck +    : M       0.0    22.7    15.7    23.5    45.7    61.6    71.1    74.3
Haunch (Min)V       9.9     8.2     8.8     8.2     6.1     4.1     2.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.0     1.6     2.1     2.7
(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     0.3     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.8     8.8    13.2    25.7    34.7    40.0    41.8
DC(Max)     V       5.6     4.6     5.0     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.2     6.4     9.5    18.5    25.0    28.8    30.1
DC(Min)     V       4.0     3.3     3.6     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     4.7     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.6     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.0     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   213.2   148.2   220.7   417.6   557.6   636.2   653.4
            V     139.2   119.9   126.3   119.1   100.8    84.9    69.0    53.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   139.2   119.9   126.3   119.1   101.1    86.2    71.7    57.5
            M       0.0   213.3   149.2   220.7   405.6   533.9   600.2   606.7
Total     : M+      0.0   281.7   195.5   291.7   555.7   743.8   851.5   878.8
            V     169.1   144.8   152.8   143.9   119.4    97.3    75.3    53.3
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   169.1   144.8   152.8   143.9   119.7    98.7    78.0    57.7
            M       0.0   281.8   196.6   291.7   543.7   720.1   815.5   832.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      43.7    37.8    28.1    14.4     9.6    13.9     0.0
(Max)       V       1.3     2.5     3.8     5.0     5.4     5.1     6.1
Self wt.  : M      31.5    27.2    20.2    10.4     6.9    10.0     0.0
(Min)       V       0.9     1.8     2.7     3.6     3.9     3.7     4.4
DL-Prec.  : M       9.5     8.2     6.1     3.1     2.1     3.0     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       6.8     5.9     4.4     2.3     1.5     2.2     0.0
DC(Min)     V       0.2     0.4     0.6     0.8     0.8     0.8     0.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      98.7    85.5    63.5    32.7    21.8    31.5     0.0
Haunch (Max)V       2.8     5.7     8.5    11.4    12.2    11.5    13.8
Deck +    : M      71.1    61.6    45.7    23.5    15.7    22.7     0.0
Haunch (Min)V       2.0     4.1     6.1     8.2     8.8     8.2     9.9
Diaphragm : M       2.1     1.6     1.0     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       1.5     1.1     0.7     0.3     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      40.0    34.7    25.7    13.2     8.8    12.8     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.0     4.6     5.6
DL-Comp   : M      28.8    25.0    18.5     9.5     6.4     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.6     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     4.7     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.6     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.0     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    636.2   557.6   417.6   220.7   148.2   213.2     0.0
            V      69.0    84.9   100.8   119.1   126.3   119.9   139.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    71.7    86.2   101.1   119.1   126.3   119.9   139.2
            M     600.2   533.9   405.6   220.7   149.2   213.3     0.0
Total     : M+    851.5   743.8   555.7   291.7   195.5   281.7     0.0
            V      75.3    97.3   119.4   143.9   152.8   144.8   169.1
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    78.0    98.7   119.7   143.9   152.8   144.8   169.1
            M     815.5   720.1   543.7   291.7   196.6   281.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.1              6.1
Deck+Haunch            13.8             13.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.9             27.9
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     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     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
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    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     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     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     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     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     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    94.4    65.4    97.7   187.7   248.8   281.0   284.3
            V      64.3    57.5    59.7    57.2    50.1    43.0    35.9    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.3    57.5    59.7    57.2    50.1    43.0    35.9    28.8
            M       0.0    94.4    65.4    97.7   187.7   248.8   281.0   284.3
Total     : M+      0.0   148.3   102.6   153.6   296.4   395.4   450.4   461.7
            V      87.8    77.1    80.6    76.7    64.8    52.8    40.9    29.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.8    77.1    80.6    76.7    64.8    52.8    40.9    29.0
            M       0.0   148.3   102.6   153.6   296.4   395.4   450.4   461.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
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       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     0.8     0.4     0.2     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
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      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    281.0   248.8   187.7    97.7    65.4    94.4     0.0
            V      35.9    43.0    50.1    57.2    59.7    57.5    64.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.9    43.0    50.1    57.2    59.7    57.5    64.3
            M     281.0   248.8   187.7    97.7    65.4    94.4     0.0
Total     : M+    450.4   395.4   296.4   153.6   102.6   148.3     0.0
            V      40.9    52.8    64.8    76.7    80.6    77.1    87.8
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    40.9    52.8    64.8    76.7    80.6    77.1    87.8
            M     450.4   395.4   296.4   153.6   102.6   148.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.011   0.016   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.012  -0.008  -0.012  -0.024  -0.032  -0.037  -0.038
 
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   0.002   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.160   0.110   0.165   0.321   0.433   0.500   0.522
Bottom        -0.000  -0.122  -0.085  -0.127  -0.246  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.006   0.009   0.018   0.024   0.028   0.029
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.065  -0.076  -0.079
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.008   0.011   0.013   0.013
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.003   0.003
Bottom        -0.000  -0.011  -0.007  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.107   0.075   0.111   0.210   0.280   0.320   0.329
Precast-top   -0.000   0.027   0.018   0.028   0.052   0.070   0.080   0.082
Bottom        -0.000  -0.288  -0.202  -0.298  -0.563  -0.752  -0.858  -0.881
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.120   0.084   0.124   0.236   0.316   0.361   0.371 
Precast-top    0.027   0.436   0.308   0.446   0.717   0.911   1.028   1.068 
Bottom         0.263   1.012   0.761   0.994   0.508   0.161  -0.041  -0.097 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.009   0.013   0.026   0.035   0.041   0.043 
Precast-top    0.027   0.410   0.290   0.419   0.665   0.841   0.949   0.986 
Bottom         0.263   1.300   0.962   1.292   1.071   0.913   0.817   0.784 
 

 
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    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.011   0.016   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.012  -0.008  -0.012  -0.024  -0.032  -0.037  -0.038
 
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   0.002   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.160   0.110   0.165   0.321   0.433   0.500   0.522
Bottom        -0.000  -0.122  -0.085  -0.127  -0.246  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.006   0.009   0.018   0.024   0.028   0.029
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.065  -0.076  -0.079
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.008   0.011   0.013   0.013
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.003   0.003
Bottom        -0.000  -0.011  -0.007  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.086   0.060   0.089   0.168   0.224   0.256   0.263
Precast-top   -0.000   0.021   0.015   0.022   0.042   0.056   0.064   0.065
Bottom        -0.000  -0.230  -0.161  -0.238  -0.451  -0.602  -0.687  -0.705
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.069   0.102   0.194   0.260   0.297   0.305 
Precast-top    0.027   0.431   0.304   0.441   0.707   0.897   1.012   1.052 
Bottom         0.263   1.070   0.801   1.053   0.620   0.311   0.131   0.079 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.083   0.058   0.086   0.165   0.219   0.247   0.250
Precast-top   -0.000   0.021   0.014   0.021   0.041   0.055   0.062   0.062
Bottom        -0.000  -0.223  -0.156  -0.231  -0.443  -0.587  -0.663  -0.671
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.062   0.093   0.178   0.237   0.268   0.271 
Precast-top    0.014   0.225   0.159   0.231   0.374   0.475   0.536   0.555 
Bottom         0.131   0.427   0.325   0.415   0.092  -0.131  -0.255  -0.279 
 

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
    169.1    6.0   37.6    0.141   0.0   6.00e-3 50.0    174.0     1.106    0.533      1.41
      0.0    0.2   37.5     31.5 0.167      13.9 0.87    12.00     0.085    0.521*
Transfer:   3.00
    144.8    6.0   37.6    0.847   0.0   5.37e-3 47.8    145.9     0.868    1.233      0.00
    281.8    1.0   37.1    189.0 0.145      15.0 0.95    12.00     0.085    1.381 
Critical:   3.59
    139.0    6.0   37.6    0.877   0.0   4.49e-3 44.7    137.2     0.733    1.092      0.00
    343.5    1.0   37.1    189.0 0.139      17.3 1.10    12.00     0.085    1.435 
0.1L    :   3.10
    143.9    6.0   37.6    0.852   0.0   5.22e-3 47.3    144.5     0.844    1.233      0.00
    291.7    1.0   37.1    189.0 0.144      15.4 0.98    12.00     0.085    1.417 
0.2L    :   6.20
    119.7    6.0   37.6    1.008   0.0   3.68e-3 41.9    113.0     0.548    0.765      0.00
    543.7    1.2   37.0    189.0 0.120      20.0 1.28    24.00     0.085    1.337 
0.3L    :   9.30
     98.7    6.0   37.6    1.164   0.0   3.41e-3 40.9     88.5     0.416    0.765      0.00
    720.1    1.3   36.9    189.0 0.099      21.1 1.35    24.00     0.085    1.678 
0.4L    :  12.40
     78.0    6.0   37.6    1.302   0.0   2.63e-3 38.2     61.5     0.263    0.765      0.00
    815.5    1.5   36.8    189.0 0.078      25.2 1.61    24.00     0.085    2.355 
0.5L    :  15.50
     57.7    6.0   37.6    1.302   0.0   2.23e-3 36.8     36.0     0.146    0.300      0.00
    832.1    1.5   36.8    189.0 0.058      28.1 1.80    24.00     0.085    1.590 
0.6L    :  18.60
     78.0    6.0   37.6    1.302   0.0   2.63e-3 38.2     61.5     0.263    0.765      0.00
    815.5    1.5   36.8    189.0 0.078      25.2 1.61    24.00     0.085    2.355 
0.7L    :  21.70
     98.7    6.0   37.6    1.164   0.0   3.41e-3 40.9     88.5     0.416    0.765      0.00
    720.1    1.3   36.9    189.0 0.099      21.1 1.35    24.00     0.085    1.678 
0.8L    :  24.80
    119.7    6.0   37.6    1.008   0.0   3.68e-3 41.9    113.0     0.548    0.765      0.00
    543.7    1.2   37.0    189.0 0.120      20.0 1.28    24.00     0.085    1.337 
0.9L    :  27.90
    143.9    6.0   37.6    0.852   0.0   5.22e-3 47.3    144.5     0.844    1.233      0.00
    291.7    1.0   37.1    189.0 0.144      15.4 0.98    12.00     0.085    1.417 
Critical:  27.41
    139.0    6.0   37.6    0.877   0.0   4.49e-3 44.7    137.2     0.733    1.092      0.00
    343.5    1.0   37.1    189.0 0.139      17.3 1.10    12.00     0.085    1.435 
Transfer:  28.00
    144.8    6.0   37.6    0.847   0.0   5.37e-3 47.8    145.9     0.868    1.233      0.00
    281.8    1.0   37.1    189.0 0.145      15.0 0.95    12.00     0.085    1.381 
Bearing :  30.50
    169.1    6.0   37.6    0.141   0.0   6.00e-3 50.0    174.0     1.106    0.533      1.41
      0.0    0.2   37.5     31.5 0.167      13.9 0.87    12.00     0.085    0.521*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.68
 
 
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
    169.1      5.01     37.58    0.17       37.50    24.00      0.090      1.445      0.498      0.533 
Transfer:      2.50
    144.8      4.34     37.58    0.99       37.09    24.00      0.090      1.221      0.364      0.533 
Critical:      3.09
    139.1      4.17     37.58    1.02       37.07    24.00      0.090      1.165      0.330      0.392 
0.1L    :      2.60
    143.9      4.31     37.58    0.99       37.09    24.00      0.090      1.212      0.358      0.533 
0.2L    :      5.70
    119.7      3.60     37.58    1.17       37.00    24.00      0.090      0.974      0.215      0.300 
0.3L    :      8.80
     98.7      2.97     37.58    1.35       36.91    24.00      0.090      0.765      0.090      0.300 
0.4L    :     11.90
     78.0      2.35     37.58    1.51       36.83    24.00      0.090      0.560      0.000      0.300 
0.5L    :     15.00
     57.7      1.74     37.58    1.51       36.83    24.00      0.090      0.355      0.000      0.300 
0.6L    :     18.10
     78.0      2.35     37.58    1.51       36.83    24.00      0.090      0.560      0.000      0.300 
0.7L    :     21.20
     98.7      2.97     37.58    1.35       36.91    24.00      0.090      0.765      0.090      0.300 
0.8L    :     24.30
    119.7      3.60     37.58    1.17       37.00    24.00      0.090      0.974      0.215      0.300 
0.9L    :     27.40
    143.9      4.31     37.58    0.99       37.09    24.00      0.090      1.212      0.358      0.533 
Critical:     26.91
    139.1      4.17     37.58    1.02       37.07    24.00      0.090      1.165      0.330      0.392 
Transfer:     27.50
    144.8      4.34     37.58    0.99       37.09    24.00      0.090      1.221      0.364      0.533 
Bearing :     30.00
    169.1      5.01     37.58    0.17       37.50    24.00      0.090      1.445      0.498      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
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          :       0.056            0.101            0.121
 
At 0.2 x L = 5.70 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
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          :       0.101            0.180            0.216
 
At 0.3 x L = 8.80 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
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          :       0.131            0.234            0.281
 
At 0.4 x L = 11.90 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
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          :       0.149            0.266            0.319
 
At 0.5 x L = 15.00 ft
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
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          :       0.155            0.277            0.332
 
At 0.6 x L = 18.10 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
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          :       0.149            0.266            0.319
 
At 0.7 x L = 21.20 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
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          :       0.131            0.234            0.281
 
At 0.8 x L = 24.30 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
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          :       0.101            0.180            0.216
 
At 0.9 x L = 27.40 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
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          :       0.056            0.101            0.121
 

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
   281.7    31.3  1.129  267.2    1.2   0.99    773.1  0.096T 1.00       -       -     -     -  
H/2     :   1.68
   195.5    31.3  0.819  268.0    0.8   0.72    565.1  0.133T 1.00       -       -     -     -  
0.1L    :   2.60
   291.7    31.3  1.136  267.2    1.2   0.99    777.6  0.095T 1.00       -       -     -     -  
0.2L    :   5.70
   555.7    31.3  1.343  266.7    1.4   1.17    915.5  0.080T 1.00       -       -     -     -  
0.3L    :   8.80
   743.8    31.3  1.551  266.2    1.6   1.35   1052.1  0.069T 1.00       -       -     -     -  
0.4L    :  11.90
   851.5    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00       -       -     -     -  
0.5L    :  15.00
   878.8    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00    937.8   937.8    1.25    -  
0.6L    :  18.10
   851.5    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00    944.0   944.0    1.24    -  
0.7L    :  21.20
   743.8    31.3  1.551  266.2    1.6   1.35   1052.1  0.069T 1.00       -       -     -     -  
0.8L    :  24.30
   555.7    31.3  1.343  266.7    1.4   1.17    915.5  0.080T 1.00       -       -     -     -  
0.9L    :  27.40
   291.7    31.3  1.136  267.2    1.2   0.99    777.6  0.095T 1.00       -       -     -     -  
H/2     :  28.32
   195.5    31.3  0.819  268.0    0.8   0.72    565.1  0.133T 1.00       -       -     -     -  
Transfer:  27.50
   281.7    31.3  1.129  267.2    1.2   0.99    773.1  0.096T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.183
        M   2.00 Fb     0.607
 
  2   1 E  29.00 Ft     0.288
        M  29.00 Fb     0.479
 
  3   1 E  27.00 Ft     0.715
        M  27.00 Fb     0.386
 
  4   2 E   4.00 Ft     0.535
        M   4.00 Fb     0.990
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.663
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.21 %               Final losses: 13.60 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.663     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       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)                  1172.26      878.80     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.371     Midspan    1.800   0.043     Midspan
    Pre.Top:   3.000   1.068     Midspan    2.250   0.986     Midspan
    Pre.Bot:   3.000   1.012    Transfer    2.250   1.300    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.027     Bearing
    Pre.Bot:  -0.420   0.079     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.555     Midspan
    Pre.Bot:                                                             2.000   0.427    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
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          :       0.155            0.277            0.332
 
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   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.740   (Calculated)    
Live Moment (1  lane  loaded)  : 0.579   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.053   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.881   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.2    321.9    319.1    321.9    321.9    321.9    321.9    321.9
  Yb      ,  in    14.02    13.89    13.93    13.89    13.89    13.89    13.89    13.89
  MI(Ixx) , in4    34126    34339    34270    34339    34339    34339    34339    34339
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1013.7   1021.9   1019.2   1021.9   1021.9   1021.9   1021.9   1021.9
  Yb      ,  in    29.44    29.28    29.33    29.28    29.28    29.28    29.28    29.28
  MI(Ixx) , in4   145454   148842   147733   148842   148842   148842   148842   148842

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.00 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.053 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.066 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.098 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      2.484 10058.876   221.661      70.854        
 
 
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      10.63       2.7710      3.6601     No
      2      US#5[M16]       60.00        0.62      14.13*      3.6601      4.8399     No
      2      US#5[M16]       60.00        0.62      16.00       4.8399     12.8333     No
      2      US#4[M13]       60.00        0.40      12.25       3.1460      4.1670    Yes
      2      US#4[M13]       60.00        0.40      16.00       4.1670     26.8330    Yes
      2      US#4[M13]       60.00        0.40      12.25      26.8330     27.8540    Yes
      2      US#5[M16]       60.00        0.62      16.00      18.1667     26.1601     No
      2      US#5[M16]       60.00        0.62      14.13*     26.1601     27.3399     No
      2      US#5[M16]       60.00        0.62      10.63      27.3399     28.2290     No
      2      US#5[M16]       60.00        0.62       9.00      28.2290     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      27.8540     30.8540    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)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  9.00 in
         P_init    =      340.3 kips  Ecc =  5.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.177 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -1.05 ksi    0.00 ksi
    due to Composite Loads                                 -0.53 ksi    0.00 ksi
    due to Live Loads                                      -3.25 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         9.93 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.25 ksi  ( 4.21 %)            18.42 ksi ( 9.40 %)
Total Prestress Losses                                    26.66 ksi (13.60 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.4 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
Deck +    : M       0.0    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   121.8    84.7   126.1   238.6   318.6   363.5   373.4
            V      79.5    68.5    72.2    68.1    57.6    48.5    39.4    30.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    79.5    68.5    72.2    68.1    57.8    49.3    41.0    32.9
            M       0.0   121.9    85.3   126.1   231.7   305.1   343.0   346.7
Total     : M+      0.0   175.7   121.9   182.0   347.3   465.2   533.0   550.7
            V     103.0    88.1    93.0    87.5    72.2    58.3    44.4    30.5
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   103.0    88.1    93.0    87.5    72.4    59.1    45.9    33.0
            M       0.0   175.8   122.5   182.0   340.4   451.6   512.4   524.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    363.5   318.6   238.6   126.1    84.7   121.8     0.0
            V      39.4    48.5    57.6    68.1    72.2    68.5    79.5
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    41.0    49.3    57.8    68.1    72.2    68.5    79.5
            M     343.0   305.1   231.7   126.1    85.3   121.9     0.0
Total     : M+    533.0   465.2   347.3   182.0   121.9   175.7     0.0
            V      44.4    58.3    72.2    87.5    93.0    88.1   103.0
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    45.9    59.1    72.4    87.5    93.0    88.1   103.0
            M     512.4   451.6   340.4   182.0   122.5   175.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                4.9              4.9
Deck+Haunch            11.0             11.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.1              1.1
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.3             22.3
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
Deck +    : M       0.0    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     0.0
Diaphragm : M       0.0     0.4     0.2     0.4     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0    97.4    67.7   100.9   190.9   254.9   290.8   298.7
            V      63.6    54.8    57.7    54.5    46.1    38.8    31.5    24.3
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    63.6    54.8    57.7    54.5    46.2    39.4    32.8    26.3
            M       0.0    97.5    68.2   100.9   185.4   244.1   274.4   277.4
Total     : M+      0.0   151.3   105.0   156.7   299.6   401.4   460.3   476.0
            V      87.1    74.4    78.6    73.9    60.7    48.6    36.5    24.4
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    87.1    74.4    78.6    73.9    60.9    49.2    37.7    26.4
            M       0.0   151.4   105.4   156.7   294.1   390.6   443.8   454.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Diaphragm : M       1.7     1.3     0.8     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    290.8   254.9   190.9   100.9    67.7    97.4     0.0
            V      31.5    38.8    46.1    54.5    57.7    54.8    63.6
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    32.8    39.4    46.2    54.5    57.7    54.8    63.6
            M     274.4   244.1   185.4   100.9    68.2    97.5     0.0
Total     : M+    460.3   401.4   299.6   156.7   105.0   151.3     0.0
            V      36.5    48.6    60.7    73.9    78.6    74.4    87.1
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    37.7    49.2    60.9    73.9    78.6    74.4    87.1
            M     443.8   390.6   294.1   156.7   105.4   151.4     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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    13.9     9.6    14.4    28.1    37.8    43.7    45.6
(Max)       V       6.1     5.1     5.4     5.0     3.8     2.5     1.3     0.0
Self wt.  : M       0.0    10.0     6.9    10.4    20.2    27.2    31.5    32.9
(Min)       V       4.4     3.7     3.9     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     3.0     2.1     3.1     6.1     8.2     9.5     9.9
DC(Max)     V       1.3     1.1     1.2     1.1     0.8     0.5     0.3     0.0
DL-Prec.  : M       0.0     2.2     1.5     2.3     4.4     5.9     6.8     7.1
DC(Min)     V       0.9     0.8     0.8     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    31.5    21.8    32.7    63.5    85.5    98.7   103.1
Haunch (Max)V      13.8    11.5    12.2    11.4     8.5     5.7     2.8     0.0
Deck +    : M       0.0    22.7    15.7    23.5    45.7    61.6    71.1    74.3
Haunch (Min)V       9.9     8.2     8.8     8.2     6.1     4.1     2.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.5     1.0     1.6     2.1     2.7
(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     0.3     0.7     1.1     1.5     1.9
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.8     8.8    13.2    25.7    34.7    40.0    41.8
DC(Max)     V       5.6     4.6     5.0     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.2     6.4     9.5    18.5    25.0    28.8    30.1
DC(Min)     V       4.0     3.3     3.6     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     4.7     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.6     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.0     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   213.2   148.2   220.7   417.6   557.6   636.2   653.4
            V     139.2   119.9   126.3   119.1   100.8    84.9    69.0    53.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   139.2   119.9   126.3   119.1   101.1    86.2    71.7    57.5
            M       0.0   213.3   149.2   220.7   405.6   533.9   600.2   606.7
Total     : M+      0.0   281.7   195.5   291.7   555.7   743.8   851.5   878.8
            V     169.1   144.8   152.8   143.9   119.4    97.3    75.3    53.3
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   169.1   144.8   152.8   143.9   119.7    98.7    78.0    57.7
            M       0.0   281.8   196.6   291.7   543.7   720.1   815.5   832.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      43.7    37.8    28.1    14.4     9.6    13.9     0.0
(Max)       V       1.3     2.5     3.8     5.0     5.4     5.1     6.1
Self wt.  : M      31.5    27.2    20.2    10.4     6.9    10.0     0.0
(Min)       V       0.9     1.8     2.7     3.6     3.9     3.7     4.4
DL-Prec.  : M       9.5     8.2     6.1     3.1     2.1     3.0     0.0
DC(Max)     V       0.3     0.5     0.8     1.1     1.2     1.1     1.3
DL-Prec.  : M       6.8     5.9     4.4     2.3     1.5     2.2     0.0
DC(Min)     V       0.2     0.4     0.6     0.8     0.8     0.8     0.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      98.7    85.5    63.5    32.7    21.8    31.5     0.0
Haunch (Max)V       2.8     5.7     8.5    11.4    12.2    11.5    13.8
Deck +    : M      71.1    61.6    45.7    23.5    15.7    22.7     0.0
Haunch (Min)V       2.0     4.1     6.1     8.2     8.8     8.2     9.9
Diaphragm : M       2.1     1.6     1.0     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       1.5     1.1     0.7     0.3     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      40.0    34.7    25.7    13.2     8.8    12.8     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.0     4.6     5.6
DL-Comp   : M      28.8    25.0    18.5     9.5     6.4     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.6     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     4.7     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.6     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.0     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    636.2   557.6   417.6   220.7   148.2   213.2     0.0
            V      69.0    84.9   100.8   119.1   126.3   119.9   139.2
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    71.7    86.2   101.1   119.1   126.3   119.9   139.2
            M     600.2   533.9   405.6   220.7   149.2   213.3     0.0
Total     : M+    851.5   743.8   555.7   291.7   195.5   281.7     0.0
            V      75.3    97.3   119.4   143.9   152.8   144.8   169.1
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    78.0    98.7   119.7   143.9   152.8   144.8   169.1
            M     815.5   720.1   543.7   291.7   196.6   281.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.1              6.1
Deck+Haunch            13.8             13.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            1.3              1.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           27.9             27.9
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     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     2.4     1.7     2.5     4.9     6.6     7.6     7.9
DC(Max)     V       1.1     0.9     0.9     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
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    25.2    17.4    26.1    50.8    68.4    79.0    82.5
Haunch (Max)V      11.0     9.2     9.8     9.1     6.8     4.5     2.3     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     0.8     1.3     1.7     2.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     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     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     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    94.4    65.4    97.7   187.7   248.8   281.0   284.3
            V      64.3    57.5    59.7    57.2    50.1    43.0    35.9    28.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    64.3    57.5    59.7    57.2    50.1    43.0    35.9    28.8
            M       0.0    94.4    65.4    97.7   187.7   248.8   281.0   284.3
Total     : M+      0.0   148.3   102.6   153.6   296.4   395.4   450.4   461.7
            V      87.8    77.1    80.6    76.7    64.8    52.8    40.9    29.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    87.8    77.1    80.6    76.7    64.8    52.8    40.9    29.0
            M       0.0   148.3   102.6   153.6   296.4   395.4   450.4   461.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
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       7.6     6.6     4.9     2.5     1.7     2.4     0.0
DC(Max)     V       0.2     0.4     0.7     0.9     0.9     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      79.0    68.4    50.8    26.1    17.4    25.2     0.0
Haunch (Max)V       2.3     4.5     6.8     9.1     9.8     9.2    11.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       1.7     1.3     0.8     0.4     0.2     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
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      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    281.0   248.8   187.7    97.7    65.4    94.4     0.0
            V      35.9    43.0    50.1    57.2    59.7    57.5    64.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    35.9    43.0    50.1    57.2    59.7    57.5    64.3
            M     281.0   248.8   187.7    97.7    65.4    94.4     0.0
Total     : M+    450.4   395.4   296.4   153.6   102.6   148.3     0.0
            V      40.9    52.8    64.8    76.7    80.6    77.1    87.8
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    40.9    52.8    64.8    76.7    80.6    77.1    87.8
            M     450.4   395.4   296.4   153.6   102.6   148.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan Depress.
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.011   0.016   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.012  -0.008  -0.012  -0.024  -0.032  -0.037  -0.038
 
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   0.002   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.160   0.110   0.165   0.321   0.433   0.500   0.522
Bottom        -0.000  -0.122  -0.085  -0.127  -0.246  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.006   0.009   0.018   0.024   0.028   0.029
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.065  -0.076  -0.079
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.008   0.011   0.013   0.013
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.003   0.003
Bottom        -0.000  -0.011  -0.007  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.107   0.075   0.111   0.210   0.280   0.320   0.329
Precast-top   -0.000   0.027   0.018   0.028   0.052   0.070   0.080   0.082
Bottom        -0.000  -0.288  -0.202  -0.298  -0.563  -0.752  -0.858  -0.881
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.120   0.084   0.124   0.236   0.316   0.361   0.371 
Precast-top    0.027   0.436   0.308   0.446   0.717   0.911   1.028   1.068 
Bottom         0.263   1.012   0.761   0.994   0.508   0.161  -0.041  -0.097 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.013   0.009   0.013   0.026   0.035   0.041   0.043 
Precast-top    0.027   0.410   0.290   0.419   0.665   0.841   0.949   0.986 
Bottom         0.263   1.300   0.962   1.292   1.071   0.913   0.817   0.784 
 

 
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    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.015   0.011   0.016   0.031   0.042   0.048   0.050
Bottom        -0.000  -0.012  -0.008  -0.012  -0.024  -0.032  -0.037  -0.038
 
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   0.002   0.005   0.008   0.011   0.014
Bottom        -0.000  -0.002  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.160   0.110   0.165   0.321   0.433   0.500   0.522
Bottom        -0.000  -0.122  -0.085  -0.127  -0.246  -0.332  -0.383  -0.400
 
DL-Comp (DC)
Topping-top   -0.000   0.009   0.006   0.009   0.018   0.024   0.028   0.029
Precast-top   -0.000   0.002   0.002   0.002   0.005   0.006   0.007   0.007
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.065  -0.076  -0.079
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.008   0.011   0.013   0.013
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.003   0.003
Bottom        -0.000  -0.011  -0.007  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.086   0.060   0.089   0.168   0.224   0.256   0.263
Precast-top   -0.000   0.021   0.015   0.022   0.042   0.056   0.064   0.065
Bottom        -0.000  -0.230  -0.161  -0.238  -0.451  -0.602  -0.687  -0.705
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.069   0.102   0.194   0.260   0.297   0.305 
Precast-top    0.027   0.431   0.304   0.441   0.707   0.897   1.012   1.052 
Bottom         0.263   1.070   0.801   1.053   0.620   0.311   0.131   0.079 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.083   0.058   0.086   0.165   0.219   0.247   0.250
Precast-top   -0.000   0.021   0.014   0.021   0.041   0.055   0.062   0.062
Bottom        -0.000  -0.223  -0.156  -0.231  -0.443  -0.587  -0.663  -0.671
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.090   0.062   0.093   0.178   0.237   0.268   0.271 
Precast-top    0.014   0.225   0.159   0.231   0.374   0.475   0.536   0.555 
Bottom         0.131   0.427   0.325   0.415   0.092  -0.131  -0.255  -0.279 
 

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
    169.1    6.0   37.6    0.141   0.0   6.00e-3 50.0    174.0     1.106    0.533      1.41
      0.0    0.2   37.5     31.5 0.167      13.9 0.87    12.00     0.085    0.521*
Transfer:   3.00
    144.8    6.0   37.6    0.847   0.0   5.37e-3 47.8    145.9     0.868    1.233      0.00
    281.8    1.0   37.1    189.0 0.145      15.0 0.95    12.00     0.085    1.381 
Critical:   3.59
    139.0    6.0   37.6    0.877   0.0   4.49e-3 44.7    137.2     0.733    1.092      0.00
    343.5    1.0   37.1    189.0 0.139      17.3 1.10    12.00     0.085    1.435 
0.1L    :   3.10
    143.9    6.0   37.6    0.852   0.0   5.22e-3 47.3    144.5     0.844    1.233      0.00
    291.7    1.0   37.1    189.0 0.144      15.4 0.98    12.00     0.085    1.417 
0.2L    :   6.20
    119.7    6.0   37.6    1.008   0.0   3.68e-3 41.9    113.0     0.548    0.765      0.00
    543.7    1.2   37.0    189.0 0.120      20.0 1.28    24.00     0.085    1.337 
0.3L    :   9.30
     98.7    6.0   37.6    1.164   0.0   3.41e-3 40.9     88.5     0.416    0.765      0.00
    720.1    1.3   36.9    189.0 0.099      21.1 1.35    24.00     0.085    1.678 
0.4L    :  12.40
     78.0    6.0   37.6    1.302   0.0   2.63e-3 38.2     61.5     0.263    0.765      0.00
    815.5    1.5   36.8    189.0 0.078      25.2 1.61    24.00     0.085    2.355 
0.5L    :  15.50
     57.7    6.0   37.6    1.302   0.0   2.23e-3 36.8     36.0     0.146    0.300      0.00
    832.1    1.5   36.8    189.0 0.058      28.1 1.80    24.00     0.085    1.590 
0.6L    :  18.60
     78.0    6.0   37.6    1.302   0.0   2.63e-3 38.2     61.5     0.263    0.765      0.00
    815.5    1.5   36.8    189.0 0.078      25.2 1.61    24.00     0.085    2.355 
0.7L    :  21.70
     98.7    6.0   37.6    1.164   0.0   3.41e-3 40.9     88.5     0.416    0.765      0.00
    720.1    1.3   36.9    189.0 0.099      21.1 1.35    24.00     0.085    1.678 
0.8L    :  24.80
    119.7    6.0   37.6    1.008   0.0   3.68e-3 41.9    113.0     0.548    0.765      0.00
    543.7    1.2   37.0    189.0 0.120      20.0 1.28    24.00     0.085    1.337 
0.9L    :  27.90
    143.9    6.0   37.6    0.852   0.0   5.22e-3 47.3    144.5     0.844    1.233      0.00
    291.7    1.0   37.1    189.0 0.144      15.4 0.98    12.00     0.085    1.417 
Critical:  27.41
    139.0    6.0   37.6    0.877   0.0   4.49e-3 44.7    137.2     0.733    1.092      0.00
    343.5    1.0   37.1    189.0 0.139      17.3 1.10    12.00     0.085    1.435 
Transfer:  28.00
    144.8    6.0   37.6    0.847   0.0   5.37e-3 47.8    145.9     0.868    1.233      0.00
    281.8    1.0   37.1    189.0 0.145      15.0 0.95    12.00     0.085    1.381 
Bearing :  30.50
    169.1    6.0   37.6    0.141   0.0   6.00e-3 50.0    174.0     1.106    0.533      1.41
      0.0    0.2   37.5     31.5 0.167      13.9 0.87    12.00     0.085    0.521*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.68
 
 
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
    169.1      5.01     37.58    0.17       37.50    24.00      0.090      1.445      0.498      0.533 
Transfer:      2.50
    144.8      4.34     37.58    0.99       37.09    24.00      0.090      1.221      0.364      0.533 
Critical:      3.09
    139.1      4.17     37.58    1.02       37.07    24.00      0.090      1.165      0.330      0.392 
0.1L    :      2.60
    143.9      4.31     37.58    0.99       37.09    24.00      0.090      1.212      0.358      0.533 
0.2L    :      5.70
    119.7      3.60     37.58    1.17       37.00    24.00      0.090      0.974      0.215      0.300 
0.3L    :      8.80
     98.7      2.97     37.58    1.35       36.91    24.00      0.090      0.765      0.090      0.300 
0.4L    :     11.90
     78.0      2.35     37.58    1.51       36.83    24.00      0.090      0.560      0.000      0.300 
0.5L    :     15.00
     57.7      1.74     37.58    1.51       36.83    24.00      0.090      0.355      0.000      0.300 
0.6L    :     18.10
     78.0      2.35     37.58    1.51       36.83    24.00      0.090      0.560      0.000      0.300 
0.7L    :     21.20
     98.7      2.97     37.58    1.35       36.91    24.00      0.090      0.765      0.090      0.300 
0.8L    :     24.30
    119.7      3.60     37.58    1.17       37.00    24.00      0.090      0.974      0.215      0.300 
0.9L    :     27.40
    143.9      4.31     37.58    0.99       37.09    24.00      0.090      1.212      0.358      0.533 
Critical:     26.91
    139.1      4.17     37.58    1.02       37.07    24.00      0.090      1.165      0.330      0.392 
Transfer:     27.50
    144.8      4.34     37.58    0.99       37.09    24.00      0.090      1.221      0.364      0.533 
Bearing :     30.00
    169.1      5.01     37.58    0.17       37.50    24.00      0.090      1.445      0.498      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
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          :       0.056            0.101            0.121
 
At 0.2 x L = 5.70 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
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          :       0.101            0.180            0.216
 
At 0.3 x L = 8.80 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
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          :       0.131            0.234            0.281
 
At 0.4 x L = 11.90 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
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          :       0.149            0.266            0.319
 
At 0.5 x L = 15.00 ft
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
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          :       0.155            0.277            0.332
 
At 0.6 x L = 18.10 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
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          :       0.149            0.266            0.319
 
At 0.7 x L = 21.20 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
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          :       0.131            0.234            0.281
 
At 0.8 x L = 24.30 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
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          :       0.101            0.180            0.216
 
At 0.9 x L = 27.40 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
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          :       0.056            0.101            0.121
 

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
   281.7    31.3  1.129  267.2    1.2   0.99    773.1  0.096T 1.00       -       -     -     -  
H/2     :   1.68
   195.5    31.3  0.819  268.0    0.8   0.72    565.1  0.133T 1.00       -       -     -     -  
0.1L    :   2.60
   291.7    31.3  1.136  267.2    1.2   0.99    777.6  0.095T 1.00       -       -     -     -  
0.2L    :   5.70
   555.7    31.3  1.343  266.7    1.4   1.17    915.5  0.080T 1.00       -       -     -     -  
0.3L    :   8.80
   743.8    31.3  1.551  266.2    1.6   1.35   1052.1  0.069T 1.00       -       -     -     -  
0.4L    :  11.90
   851.5    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00       -       -     -     -  
0.5L    :  15.00
   878.8    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00    937.8   937.8    1.25    -  
0.6L    :  18.10
   851.5    31.3  1.736  265.7    1.8   1.51   1172.3  0.062T 1.00    944.0   944.0    1.24    -  
0.7L    :  21.20
   743.8    31.3  1.551  266.2    1.6   1.35   1052.1  0.069T 1.00       -       -     -     -  
0.8L    :  24.30
   555.7    31.3  1.343  266.7    1.4   1.17    915.5  0.080T 1.00       -       -     -     -  
0.9L    :  27.40
   291.7    31.3  1.136  267.2    1.2   0.99    777.6  0.095T 1.00       -       -     -     -  
H/2     :  28.32
   195.5    31.3  0.819  268.0    0.8   0.72    565.1  0.133T 1.00       -       -     -     -  
Transfer:  27.50
   281.7    31.3  1.129  267.2    1.2   0.99    773.1  0.096T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.183
        M   2.00 Fb     0.607
 
  2   1 E  29.00 Ft     0.288
        M  29.00 Fb     0.479
 
  3   1 E  27.00 Ft     0.715
        M  27.00 Fb     0.386
 
  4   2 E   4.00 Ft     0.535
        M   4.00 Fb     0.990
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.663
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.21 %               Final losses: 13.60 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.663     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       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)                  1172.26      878.80     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400   0.371     Midspan    1.800   0.043     Midspan
    Pre.Top:   3.000   1.068     Midspan    2.250   0.986     Midspan
    Pre.Bot:   3.000   1.012    Transfer    2.250   1.300    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.027     Bearing
    Pre.Bot:  -0.420   0.079     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.555     Midspan
    Pre.Bot:                                                             2.000   0.427    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
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          :       0.155            0.277            0.332
 
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   30.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    15.00 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 31.000 ft
Release length = 31.000 ft
Design  length = 30.000 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)  : 0.691   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.792   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.854   (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     2.60     5.70     8.80    11.90    15.00
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    313.2    321.9    319.1    321.9    321.9    321.9    321.9    321.9
  Yb      ,  in    14.02    13.89    13.93    13.89    13.89    13.89    13.89    13.89
  MI(Ixx) , in4    34126    34339    34270    34339    34339    34339    34339    34339
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2    952.1    960.3    957.6    960.3    960.3    960.3    960.3    960.3
  Yb      ,  in    29.00    28.83    28.88    28.83    28.83    28.83    28.83    28.83
  MI(Ixx) , in4   141993   145233   144173   145233   145233   145233   145233   145233

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:   8 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 9.00 in):
     4 @  2.000 in     2 @  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     =    1.74 in2      Initial Pull          =      340.3 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.021 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.026 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.098 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)       
-------------------------------------------------------------------------------------
       248.000         740 183.520      2.484 10058.876   221.661      70.854        
 
 
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      10.63       2.7710      3.6601     No
      2      US#5[M16]       60.00        0.62      14.13       3.6601      4.8399     No
      2      US#5[M16]       60.00        0.62      16.00       4.8399     12.8333     No
      2      US#4[M13]       60.00        0.40      12.25       3.1460      4.1670    Yes
      2      US#4[M13]       60.00        0.40      16.00       4.1670     26.8330    Yes
      2      US#4[M13]       60.00        0.40      12.25      26.8330     27.8540    Yes
      2      US#5[M16]       60.00        0.62      16.00      18.1667     26.1601     No
      2      US#5[M16]       60.00        0.62      14.13      26.1601     27.3399     No
      2      US#5[M16]       60.00        0.62      10.63      27.3399     28.2290     No
      2      US#5[M16]       60.00        0.62       9.00      28.2290     30.4800     No
      2      US#4[M13]       60.00        0.40       9.00      27.8540     30.8540    Yes
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      2 US#5[M16]           2.00 0.620  0.0000 31.0000       6.50 
      1 US#4[M13]           1.50 0.200  0.0000  4.0000       2.00 
      1 US#4[M13]           1.50 0.200 27.0000 31.0000       2.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 1.7360 in2       Ycg =  9.00 in
         P_init    =      340.3 kips  Ecc =  5.05 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **     8.25 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.177 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -0.95 ksi    0.00 ksi
    due to Composite Loads                                 -0.53 ksi    0.00 ksi
    due to Live Loads                                      -3.04 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                         9.93 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                  8.25 ksi  ( 4.21 %)            18.73 ksi ( 9.56 %)
Total Prestress Losses                                    26.98 ksi (13.76 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.0 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     2.2     1.5     2.3     4.4     6.0     6.9     7.2
DC(Max)     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
Deck +    : M       0.0    23.0    15.9    23.8    46.3    62.4    72.0    75.2
Haunch (Max)V      10.0     8.4     8.9     8.3     6.2     4.1     2.1     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.8     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0   113.7    79.0   117.7   222.7   297.4   339.3   348.5
            V      64.5    55.6    58.5    55.2    46.7    39.3    32.0    24.6
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    64.5    55.6    58.5    55.2    46.9    40.0    33.2    26.6
            M       0.0   113.8    79.6   117.7   216.3   284.8   320.1   323.6
Total     : M+      0.0   165.0   114.5   170.9   326.1   436.7   500.3   516.8
            V      86.9    74.2    78.4    73.7    60.6    48.6    36.6    24.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    86.9    74.2    78.4    73.7    60.8    49.3    37.9    26.7
            M       0.0   165.1   115.0   170.9   319.7   424.1   481.1   491.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M       6.9     6.0     4.4     2.3     1.5     2.2     0.0
DC(Max)     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
Deck +    : M      72.0    62.4    46.3    23.8    15.9    23.0     0.0
Haunch (Max)V       2.1     4.1     6.2     8.3     8.9     8.4    10.0
Diaphragm : M       0.8     0.6     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    339.3   297.4   222.7   117.7    79.0   113.7     0.0
            V      32.0    39.3    46.7    55.2    58.5    55.6    64.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    33.2    40.0    46.9    55.2    58.5    55.6    64.5
            M     320.1   284.8   216.3   117.7    79.6   113.8     0.0
Total     : M+    500.3   436.7   326.1   170.9   114.5   165.0     0.0
            V      36.6    48.6    60.6    73.7    78.4    74.2    86.9
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    37.9    49.3    60.8    73.7    78.4    74.2    86.9
            M     481.1   424.1   319.7   170.9   115.0   165.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                4.9              4.9
Deck+Haunch            10.0             10.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            1.0              1.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           22.3             22.3
DL-Comp.(DW)            9.9              9.9
Live                   59.2             59.2
        Truck          49.6             49.6
        Lane            9.6              9.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     0.0
DL-Prec.  : M       0.0     2.2     1.5     2.3     4.4     6.0     6.9     7.2
DC(Max)     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
Deck +    : M       0.0    23.0    15.9    23.8    46.3    62.4    72.0    75.2
Haunch (Max)V      10.0     8.4     8.9     8.3     6.2     4.1     2.1     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.8     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     0.0
DL-Comp   : M       0.0     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     0.0
LL + I    : M+      0.0    91.0    63.2    94.2   178.2   237.9   271.5   278.8
            V      51.6    44.5    46.8    44.2    37.4    31.5    25.6    19.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    51.6    44.5    46.8    44.2    37.5    32.0    26.6    21.3
            M       0.0    91.0    63.7    94.2   173.1   227.8   256.1   258.9
Total     : M+      0.0   142.2    98.7   147.3   281.6   377.2   432.4   447.1
            V      74.0    63.1    66.7    62.7    51.3    40.8    30.3    19.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    74.0    63.1    66.7    62.7    51.4    41.3    31.3    21.4
            M       0.0   142.3    99.1   147.3   276.4   367.1   417.1   427.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
DL-Prec.  : M       6.9     6.0     4.4     2.3     1.5     2.2     0.0
DC(Max)     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
Deck +    : M      72.0    62.4    46.3    23.8    15.9    23.0     0.0
Haunch (Max)V       2.1     4.1     6.2     8.3     8.9     8.4    10.0
Diaphragm : M       0.8     0.6     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
DL-Comp   : M      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
LL + I    : M+    271.5   237.9   178.2    94.2    63.2    91.0     0.0
            V      25.6    31.5    37.4    44.2    46.8    44.5    51.6
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    26.6    32.0    37.5    44.2    46.8    44.5    51.6
            M     256.1   227.8   173.1    94.2    63.7    91.0     0.0
Total     : M+    432.4   377.2   281.6   147.3    98.7   142.2     0.0
            V      30.3    40.8    51.3    62.7    66.7    63.1    74.0
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    31.3    41.3    51.4    62.7    66.7    63.1    74.0
            M     417.1   367.1   276.4   147.3    99.1   142.3     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    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    13.9     9.6    14.4    28.1    37.8    43.7    45.6
(Max)       V       6.1     5.1     5.4     5.0     3.8     2.5     1.3     0.0
Self wt.  : M       0.0    10.0     6.9    10.4    20.2    27.2    31.5    32.9
(Min)       V       4.4     3.7     3.9     3.6     2.7     1.8     0.9     0.0
DL-Prec.  : M       0.0     2.8     1.9     2.9     5.5     7.5     8.6     9.0
DC(Max)     V       1.2     1.0     1.1     1.0     0.7     0.5     0.2     0.0
DL-Prec.  : M       0.0     2.0     1.4     2.1     4.0     5.4     6.2     6.5
DC(Min)     V       0.9     0.7     0.8     0.7     0.5     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    28.7    19.9    29.8    57.9    78.0    90.0    94.1
Haunch (Max)V      12.5    10.5    11.1    10.4     7.8     5.2     2.6     0.0
Deck +    : M       0.0    20.7    14.3    21.4    41.7    56.1    64.8    67.7
Haunch (Min)V       9.0     7.5     8.0     7.5     5.6     3.7     1.9     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.5     0.8     1.1     1.3
(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     0.8     1.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    12.8     8.8    13.2    25.7    34.7    40.0    41.8
DC(Max)     V       5.6     4.6     5.0     4.6     3.5     2.3     1.2     0.0
DL-Comp   : M       0.0     9.2     6.4     9.5    18.5    25.0    28.8    30.1
DC(Min)     V       4.0     3.3     3.6     3.3     2.5     1.7     0.8     0.0
DL-Comp   : M       0.0     6.8     4.7     7.1    13.7    18.5    21.3    22.3
DW(Max)     V       3.0     2.5     2.6     2.5     1.8     1.2     0.6     0.0
DL-Comp   : M       0.0     2.9     2.0     3.1     5.9     8.0     9.2     9.7
DW(Min)     V       1.3     1.1     1.1     1.1     0.8     0.5     0.3     0.0
LL + I    : M+      0.0   199.0   138.3   206.0   389.8   520.5   593.8   609.9
            V     112.9    97.3   102.4    96.6    81.7    68.8    55.9    43.0
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   112.9    97.3   102.4    96.6    82.0    69.9    58.1    46.6
            M       0.0   199.1   139.3   206.0   378.5   498.3   560.2   566.3
Total     : M+      0.0   264.2   183.4   273.6   521.3   697.7   798.6   824.0
            V     141.3   121.0   127.7   120.2    99.4    80.7    61.9    43.1
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   141.3   121.0   127.7   120.2    99.7    81.8    64.1    46.7
            M       0.0   264.4   184.4   273.6   510.0   675.5   765.0   780.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      43.7    37.8    28.1    14.4     9.6    13.9     0.0
(Max)       V       1.3     2.5     3.8     5.0     5.4     5.1     6.1
Self wt.  : M      31.5    27.2    20.2    10.4     6.9    10.0     0.0
(Min)       V       0.9     1.8     2.7     3.6     3.9     3.7     4.4
DL-Prec.  : M       8.6     7.5     5.5     2.9     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       6.2     5.4     4.0     2.1     1.4     2.0     0.0
DC(Min)     V       0.2     0.4     0.5     0.7     0.8     0.7     0.9
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M      90.0    78.0    57.9    29.8    19.9    28.7     0.0
Haunch (Max)V       2.6     5.2     7.8    10.4    11.1    10.5    12.5
Deck +    : M      64.8    56.1    41.7    21.4    14.3    20.7     0.0
Haunch (Min)V       1.9     3.7     5.6     7.5     8.0     7.5     9.0
Diaphragm : M       1.1     0.8     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       0.8     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      40.0    34.7    25.7    13.2     8.8    12.8     0.0
DC(Max)     V       1.2     2.3     3.5     4.6     5.0     4.6     5.6
DL-Comp   : M      28.8    25.0    18.5     9.5     6.4     9.2     0.0
DC(Min)     V       0.8     1.7     2.5     3.3     3.6     3.3     4.0
DL-Comp   : M      21.3    18.5    13.7     7.1     4.7     6.8     0.0
DW(Max)     V       0.6     1.2     1.8     2.5     2.6     2.5     3.0
DL-Comp   : M       9.2     8.0     5.9     3.1     2.0     2.9     0.0
DW(Min)     V       0.3     0.5     0.8     1.1     1.1     1.1     1.3
LL + I    : M+    593.8   520.5   389.8   206.0   138.3   199.0     0.0
            V      55.9    68.8    81.7    96.6   102.4    97.3   112.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    58.1    69.9    82.0    96.6   102.4    97.3   112.9
            M     560.2   498.3   378.5   206.0   139.3   199.1     0.0
Total     : M+    798.6   697.7   521.3   273.6   183.4   264.2     0.0
            V      61.9    80.7    99.4   120.2   127.7   121.0   141.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    64.1    81.8    99.7   120.2   127.7   121.0   141.3
            M     765.0   675.5   510.0   273.6   184.4   264.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.                6.1              6.1
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)           27.9             27.9
DL-Comp.(DW)           14.8             14.8
Live                  103.6            103.6
        Truck          86.8             86.8
        Lane           16.8             16.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    1.68    2.60    5.70    8.80   11.90   15.00
Self wt.  : M       0.0    11.2     7.7    11.6    22.5    30.3    34.9    36.5
(Max)       V       4.9     4.1     4.3     4.0     3.0     2.0     1.0     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     2.2     1.5     2.3     4.4     6.0     6.9     7.2
DC(Max)     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
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    23.0    15.9    23.8    46.3    62.4    72.0    75.2
Haunch (Max)V      10.0     8.4     8.9     8.3     6.2     4.1     2.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.1     0.2     0.4     0.6     0.8     1.1
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.2     7.1    10.6    20.6    27.7    32.0    33.5
DC(Max)     V       4.5     3.7     4.0     3.7     2.8     1.8     0.9     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     4.5     3.1     4.7     9.1    12.3    14.2    14.8
DW(Max)     V       2.0     1.7     1.8     1.6     1.2     0.8     0.4     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   104.3    72.3   108.1   207.6   275.1   310.7   314.4
            V      62.3    55.7    57.9    55.4    48.6    41.7    34.8    27.9
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    62.3    55.7    57.9    55.4    48.6    41.7    34.8    27.9
            M       0.0   104.3    72.3   108.1   207.6   275.1   310.7   314.4
Total     : M+      0.0   155.6   107.7   161.2   310.9   414.4   471.7   482.7
            V      84.7    74.4    77.7    73.9    62.5    51.0    39.5    28.0
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    84.7    74.4    77.7    73.9    62.5    51.0    39.5    28.0
            M       0.0   155.6   107.7   161.2   310.9   414.4   471.7   482.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    18.10   21.20   24.30   27.40   28.32   27.50   30.00
Self wt.  : M      34.9    30.3    22.5    11.6     7.7    11.2     0.0
(Max)       V       1.0     2.0     3.0     4.0     4.3     4.1     4.9
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       6.9     6.0     4.4     2.3     1.5     2.2     0.0
DC(Max)     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
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      72.0    62.4    46.3    23.8    15.9    23.0     0.0
Haunch (Max)V       2.1     4.1     6.2     8.3     8.9     8.4    10.0
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       0.8     0.6     0.4     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      32.0    27.7    20.6    10.6     7.1    10.2     0.0
DC(Max)     V       0.9     1.8     2.8     3.7     4.0     3.7     4.5
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      14.2    12.3     9.1     4.7     3.1     4.5     0.0
DW(Max)     V       0.4     0.8     1.2     1.6     1.8     1.6     2.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+    310.7   275.1   207.6   108.1    72.3   104.3     0.0
            V      34.8    41.7    48.6    55.4    57.9    55.7    62.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.8    41.7    48.6    55.4    57.9    55.7    62.3
            M     310.7   275.1   207.6   108.1    72.3   104.3     0.0
Total     : M+    471.7   414.4   310.9   161.2   107.7   155.6     0.0
            V      39.5    51.0    62.5    73.9    77.7    74.4    84.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    39.5    51.0    62.5    73.9    77.7    74.4    84.7
            M     471.7   414.4   310.9   161.2   107.7   155.6     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    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.010   0.014   0.028   0.038   0.044   0.046
Bottom        -0.000  -0.011  -0.007  -0.011  -0.022  -0.029  -0.033  -0.035
 
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   0.004   0.005   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.146   0.101   0.151   0.293   0.395   0.456   0.476
Bottom        -0.000  -0.112  -0.077  -0.116  -0.225  -0.303  -0.350  -0.365
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.010   0.019   0.026   0.030   0.031
Precast-top   -0.000   0.003   0.002   0.003   0.005   0.007   0.008   0.009
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.066  -0.076  -0.080
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.009   0.012   0.013   0.014
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.011  -0.008  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.107   0.074   0.111   0.209   0.279   0.319   0.327
Precast-top   -0.000   0.030   0.021   0.031   0.058   0.078   0.089   0.091
Bottom        -0.000  -0.271  -0.190  -0.280  -0.531  -0.708  -0.808  -0.830
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.121   0.084   0.125   0.237   0.317   0.362   0.373 
Precast-top    0.027   0.423   0.299   0.433   0.691   0.875   0.986   1.022 
Bottom         0.263   1.041   0.781   1.024   0.566   0.239   0.049  -0.003 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.014   0.010   0.014   0.028   0.038   0.043   0.045 
Precast-top    0.027   0.394   0.279   0.402   0.632   0.797   0.897   0.931 
Bottom         0.263   1.312   0.971   1.304   1.096   0.947   0.858   0.827 
 

 
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    3.10    6.20    9.30   12.40   15.50   10.85
 
Beam-Self
Precast-top    0.086   0.089   0.158   0.207   0.237   0.247   0.225 
Bottom        -0.066  -0.068  -0.121  -0.159  -0.182  -0.189  -0.172 
 
Prestress
Precast-top    0.180   0.180   0.180   0.180   0.180   0.180   0.180 
Bottom         1.729   1.729   1.729   1.729   1.729   1.729   1.729 
 
Total
Precast-top    0.266   0.269   0.338   0.387   0.417   0.427   0.404 
Bottom         1.663   1.661   1.608   1.571   1.548   1.540   1.557 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.820   0.620   0.620   0.620   0.620   0.620 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.86 %)
             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    2.60    5.70    8.80   11.90   15.00
 
Prestress
Precast-top    0.027   0.159   0.116   0.159   0.159   0.159   0.159   0.159
Bottom         0.263   1.524   1.118   1.524   1.524   1.524   1.524   1.524
 
Self wt.
Precast-top   -0.000   0.071   0.049   0.073   0.142   0.192   0.221   0.231
Bottom        -0.000  -0.054  -0.038  -0.056  -0.109  -0.147  -0.170  -0.177
 
DL-Prec (DC)
Precast-top   -0.000   0.014   0.010   0.014   0.028   0.038   0.044   0.046
Bottom        -0.000  -0.011  -0.007  -0.011  -0.022  -0.029  -0.033  -0.035
 
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   0.004   0.005   0.007
Bottom        -0.000  -0.001  -0.001  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.146   0.101   0.151   0.293   0.395   0.456   0.476
Bottom        -0.000  -0.112  -0.077  -0.116  -0.225  -0.303  -0.350  -0.365
 
DL-Comp (DC)
Topping-top   -0.000   0.010   0.007   0.010   0.019   0.026   0.030   0.031
Precast-top   -0.000   0.003   0.002   0.003   0.005   0.007   0.008   0.009
Bottom        -0.000  -0.024  -0.017  -0.025  -0.049  -0.066  -0.076  -0.080
 
DL-Comp (DW)
Topping-top   -0.000   0.004   0.003   0.004   0.009   0.012   0.013   0.014
Precast-top   -0.000   0.001   0.001   0.001   0.002   0.003   0.004   0.004
Bottom        -0.000  -0.011  -0.008  -0.011  -0.022  -0.029  -0.034  -0.035
 
LL+I(+)
Topping-top   -0.000   0.085   0.060   0.088   0.167   0.224   0.255   0.262
Precast-top   -0.000   0.024   0.016   0.025   0.047   0.062   0.071   0.073
Bottom        -0.000  -0.217  -0.152  -0.224  -0.424  -0.567  -0.647  -0.664
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.099   0.069   0.103   0.195   0.261   0.298   0.307 
Precast-top    0.027   0.418   0.295   0.427   0.679   0.860   0.968   1.004 
Bottom         0.263   1.095   0.819   1.080   0.672   0.381   0.211   0.163 
 

 
 
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    2.60    5.70    8.80   11.90   15.00
F_LL+I(+)
Topping-top   -0.000   0.098   0.068   0.102   0.195   0.258   0.292   0.295
Precast-top   -0.000   0.027   0.019   0.028   0.054   0.072   0.081   0.082
Bottom        -0.000  -0.249  -0.174  -0.257  -0.494  -0.655  -0.740  -0.749
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.105   0.073   0.109   0.209   0.277   0.314   0.318 
Precast-top    0.014   0.224   0.158   0.229   0.371   0.471   0.530   0.548 
Bottom         0.131   0.407   0.312   0.395   0.054  -0.182  -0.311  -0.335 
 

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
    141.3    6.0   37.6    0.141   0.0   6.00e-3 50.0    143.2     0.910    0.533      0.97
      0.0    0.2   37.5     31.5 0.140      13.9 0.87    12.00     0.085    0.623*
Transfer:   3.00
    121.0    6.0   37.6    0.848   0.0   3.38e-3 40.8    113.1     0.528    1.233      0.00
    264.4    1.1   37.0    189.0 0.121      21.3 1.36    24.00     0.085    2.067 
Critical:   3.59
    116.1    6.0   37.6    0.878   0.0   2.65e-3 38.3    103.8     0.442    1.092      0.00
    321.9    1.1   37.0    189.0 0.116      25.2 1.61    24.00     0.085    2.152 
0.1L    :   3.10
    120.2    6.0   37.6    0.853   0.0   3.25e-3 40.4    111.6     0.513    1.233      0.00
    273.6    1.1   37.0    189.0 0.120      21.9 1.39    24.00     0.085    2.081 
0.2L    :   6.20
     99.7    6.0   37.6    1.009   0.0   2.60e-3 38.1     85.3     0.362    0.765      0.00
    510.0    1.3   36.9    189.0 0.100      25.5 1.63    24.00     0.085    1.857 
0.3L    :   9.30
     81.8    6.0   37.6    1.165   0.0   2.46e-3 37.6     64.5     0.269    0.765      0.00
    675.5    1.5   36.8    189.0 0.082      26.4 1.69    24.00     0.085    2.305 
0.4L    :  12.40
     64.1    6.0   37.6    1.302   0.0   1.83e-3 35.4     39.6     0.153    0.765      0.00
    765.0    1.7   36.8    189.0 0.065      31.6 2.03    24.00     0.085    3.222 
0.5L    :  15.50
     46.7    6.0   37.6    1.302   0.0   1.49e-3 34.2     16.6     0.085    0.300      0.00
    780.4    1.7   36.8    189.0 0.047      35.3 2.26    24.00     0.085    2.241 
0.6L    :  18.60
     64.1    6.0   37.6    1.302   0.0   1.83e-3 35.4     39.6     0.153    0.765      0.00
    765.0    1.7   36.8    189.0 0.065      31.6 2.03    24.00     0.085    3.222 
0.7L    :  21.70
     81.8    6.0   37.6    1.165   0.0   2.46e-3 37.6     64.5     0.269    0.765      0.00
    675.5    1.5   36.8    189.0 0.082      26.4 1.69    24.00     0.085    2.305 
0.8L    :  24.80
     99.7    6.0   37.6    1.009   0.0   2.60e-3 38.1     85.3     0.362    0.765      0.00
    510.0    1.3   36.9    189.0 0.100      25.5 1.63    24.00     0.085    1.857 
0.9L    :  27.90
    120.2    6.0   37.6    0.853   0.0   3.25e-3 40.4    111.6     0.513    1.233      0.00
    273.6    1.1   37.0    189.0 0.120      21.9 1.39    24.00     0.085    2.081 
Critical:  27.41
    116.1    6.0   37.6    0.878   0.0   2.65e-3 38.3    103.8     0.442    1.092      0.00
    321.9    1.1   37.0    189.0 0.116      25.2 1.61    24.00     0.085    2.152 
Transfer:  28.00
    121.0    6.0   37.6    0.848   0.0   3.38e-3 40.8    113.1     0.528    1.233      0.00
    264.4    1.1   37.0    189.0 0.121      21.3 1.36    24.00     0.085    2.067 
Bearing :  30.50
    141.3    6.0   37.6    0.141   0.0   6.00e-3 50.0    143.2     0.910    0.533      0.97
      0.0    0.2   37.5     31.5 0.140      13.9 0.87    12.00     0.085    0.623*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  340.29
fs,         ksi =   20.00
h/4,         in =    8.00
Abrst_rqrd, in2 =    0.68
 
 
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
    141.3      4.19     37.58    0.18       37.49    24.00      0.090      1.171      0.334      0.533 
Transfer:      2.50
    121.0      3.63     37.58    1.08       37.04    24.00      0.090      0.985      0.222      0.533 
Critical:      3.09
    116.2      3.49     37.58    1.12       37.02    24.00      0.090      0.938      0.194      0.392 
0.1L    :      2.60
    120.2      3.60     37.58    1.09       37.04    24.00      0.090      0.977      0.217      0.533 
0.2L    :      5.70
     99.7      3.00     37.58    1.29       36.94    24.00      0.090      0.775      0.096      0.300 
0.3L    :      8.80
     81.8      2.47     37.58    1.48       36.84    24.00      0.090      0.597      0.000      0.300 
0.4L    :     11.90
     64.1      1.94     37.58    1.65       36.76    24.00      0.090      0.421      0.000      0.300 
0.5L    :     15.00
     46.7      1.41     37.58    1.65       36.76    24.00      0.090      0.246      0.000      0.300 
0.6L    :     18.10
     64.1      1.94     37.58    1.65       36.76    24.00      0.090      0.421      0.000      0.300 
0.7L    :     21.20
     81.8      2.47     37.58    1.48       36.84    24.00      0.090      0.597      0.000      0.300 
0.8L    :     24.30
     99.7      3.00     37.58    1.29       36.94    24.00      0.090      0.775      0.096      0.300 
0.9L    :     27.40
    120.2      3.60     37.58    1.09       37.04    24.00      0.090      0.977      0.217      0.533 
Critical:     26.91
    116.2      3.49     37.58    1.12       37.02    24.00      0.090      0.938      0.194      0.392 
Transfer:     27.50
    121.0      3.63     37.58    1.08       37.04    24.00      0.090      0.985      0.222      0.533 
Bearing :     30.00
    141.3      4.19     37.58    0.18       37.49    24.00      0.090      1.171      0.334      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 2.60 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
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          :       0.056            0.101            0.121
 
At 0.2 x L = 5.70 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
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          :       0.101            0.180            0.216
 
At 0.3 x L = 8.80 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
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          :       0.131            0.234            0.281
 
At 0.4 x L = 11.90 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
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          :       0.149            0.266            0.319
 
At 0.5 x L = 15.00 ft
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
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          :       0.155            0.277            0.332
 
At 0.6 x L = 18.10 ft
Prestress      :       0.195  1.80      0.351  2.20      0.429
Self Wt.       :      -0.046  1.85     -0.085  2.40     -0.110
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          :       0.149            0.266            0.319
 
At 0.7 x L = 21.20 ft
Prestress      :       0.170  1.80      0.307  2.20      0.375
Self Wt.       :      -0.039  1.85     -0.073  2.40     -0.094
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          :       0.131            0.234            0.281
 
At 0.8 x L = 24.30 ft
Prestress      :       0.129  1.80      0.233  2.20      0.284
Self Wt.       :      -0.029  1.85     -0.053  2.40     -0.069
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          :       0.101            0.180            0.216
 
At 0.9 x L = 27.40 ft
Prestress      :       0.072  1.80      0.129  2.20      0.157
Self Wt.       :      -0.015  1.85     -0.028  2.40     -0.036
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          :       0.056            0.101            0.121
 

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
   264.2    31.3  1.131  266.9    1.3   1.08    772.3  0.087T 1.00       -       -     -     -  
H/2     :   1.68
   183.4    31.3  0.820  267.8    0.9   0.79    564.9  0.121T 1.00       -       -     -     -  
0.1L    :   2.60
   273.6    31.3  1.137  266.9    1.3   1.09    776.7  0.087T 1.00       -       -     -     -  
0.2L    :   5.70
   521.3    31.3  1.345  266.3    1.5   1.29    913.9  0.073T 1.00       -       -     -     -  
0.3L    :   8.80
   697.7    31.3  1.553  265.8    1.7   1.48   1049.7  0.063T 1.00       -       -     -     -  
0.4L    :  11.90
   798.6    31.3  1.736  265.3    1.9   1.65   1167.7  0.056T 1.00       -       -     -     -  
0.5L    :  15.00
   824.0    31.3  1.736  265.3    1.9   1.65   1167.7  0.056T 1.00    940.0   940.0    1.24    -  
0.6L    :  18.10
   798.6    31.3  1.736  265.3    1.9   1.65   1167.7  0.056T 1.00    945.5   945.5    1.23    -  
0.7L    :  21.20
   697.7    31.3  1.553  265.8    1.7   1.48   1049.7  0.063T 1.00       -       -     -     -  
0.8L    :  24.30
   521.3    31.3  1.345  266.3    1.5   1.29    913.9  0.073T 1.00       -       -     -     -  
0.9L    :  27.40
   273.6    31.3  1.137  266.9    1.3   1.09    776.7  0.087T 1.00       -       -     -     -  
H/2     :  28.32
   183.4    31.3  0.820  267.8    0.9   0.79    564.9  0.121T 1.00       -       -     -     -  
Transfer:  27.50
   264.2    31.3  1.131  266.9    1.3   1.08    772.3  0.087T 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 1-5; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.183
        M   2.00 Fb     0.607
 
  2   1 E  29.00 Ft     0.288
        M  29.00 Fb     0.479
 
  3   1 E  27.00 Ft     0.715
        M  27.00 Fb     0.386
 
  4   2 E   4.00 Ft     0.535
        M   4.00 Fb     0.990
 
  5   2 E   2.00 Ft     0.266
        M   2.00 Fb     1.663
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-A       
Precast Length, ft: 31.00            Release Length, ft: 31.00
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:   8
No. of strands, Draped:   0           No. of strands, Straight:   8
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  4.21 %               Final losses: 13.76 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       1.663     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.266       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)                  1167.68      823.99     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   0.373     Midspan    1.800   0.045     Midspan
    Pre.Top:   3.000   1.022     Midspan    2.250   0.931     Midspan
    Pre.Bot:   3.000   1.041    Transfer    2.250   1.312    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.027     Bearing
    Pre.Bot:  -0.420   0.163     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.548     Midspan
    Pre.Bot:                                                             2.000   0.407    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  15.00 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       0.203  1.80      0.366  2.20      0.447
Self Wt.       :      -0.048  1.85     -0.089  2.40     -0.116
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          :       0.155            0.277            0.332
 
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

