 
PROJECT DATA
------------
Project            : PPCB Update
Designer           : JRS
Date               : May/11/2022
Checked By         : 
Date Checked       :  
User job number    : 
State              : IA                            State Job #: 
State Specification: None                         
Comments           : C Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 67 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 2 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., 0.58 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively. 
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is no hold-down point as only straight strands are used.
                     (9)The beam lifting and supporting points are both assumed to be 5% of the span length from 
                     the girder ends.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 ksi, repectively. 
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_6adc.tmp\C67\BR01.csl
 
 
GEOMETRY DATA
--------------
 
BRIDGE LAYOUT                                 
-------------                                 
Overall width     , ft  =       36.167
Left curb         , ft  =        1.583
Right curb        , ft  =        1.583
curb-to-curb width, ft  =       33.001
Number of spans         =            1
Number of lanes         =            2
Lane width        , ft  =       12.000
Eff Deck thick    , in  =        7.750
Sacrificial thick , in  =        0.750
Haunch thickness  , in  =        0.500
Haunch width      , in  =       16.000
Bridge c/s,MI(Ixx), in4 =   1902614.50
 
SPAN DATA
---------
Precast length    , ft =     68.500
Bearing-to-bearing, ft =     67.500
Release span      , ft =     68.500
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1             IA-Std-C    3.083    564.5   116354.0  45.00  20.23  16.00   6.833
 2             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 3             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 4             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   7.500
 5             IA-Std-C    7.500    564.5   116354.0  45.00  20.23  16.00   6.834
 
 
MATERIAL DATA - Project Level
-----------------------------
 
As defined in Material Tab. For beam level properties look at Beam Specific output.
 
CONCRETE PROPERTIES
-------------------
                   Precast          C.I.P.
f'c ,ksi      =      5.000           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   4286.830        4266.220
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4435.310
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Straight Pattern
     Strand Diameter       =        0.600 in
     Tensile Strength(fpu) =      270.0 ksi
     Strand Area           =        0.217 in2
Use transformed strand and rebar: Strand Only
 
REINFORCING STEEL: Tension/Shear steel: fy = 60.0 ksi Es =  29000 ksi
 

 
LOADS DATA:
-----------
 
LOADS GENERATED USING PERMANENT LOAD WIZARD: NO
 
LOADS ON PRECAST
----------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
Span Beam DC/DW  Type       Mag.1   Loc.1   Mag.2   Loc.2     Description
   1    1    DC Line        0.044    0.00       0.044   67.50   Additional Overhang
   1    1    DC Line        0.018    0.00       0.018   67.50   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   67.50   Sacrificial Wearing Surface
   1    2    DC Line        0.018    0.00       0.018   67.50   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   67.50   Sacrificial Wearing Surface
   1    3    DC Line        0.018    0.00       0.018   67.50   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   67.50   Sacrificial Wearing Surface
   1    4    DC Line        0.018    0.00       0.018   67.50   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   67.50   Sacrificial Wearing Surface
   1    5    DC Line        0.044    0.00       0.044   67.50   Additional Overhang
   1    5    DC Line        0.018    0.00       0.018   67.50   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   67.50   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.285   33.500
   1    2        0.285   33.500
   1    3        0.285   33.500
   1    4        0.285   33.500
   1    5        0.285   33.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.730    0.00       0.730   67.50   Left Barrier Weight
   1    DC Line        0.730    0.00       0.730   67.50   Right Barrier Weight
   1    DW Area        0.020   33.17          -       -    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    0.064     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: EXCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
-----------------------------------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4435.3 ksi 
  Max comp              2.93 ksi 
  Outer      15.00 %             
  Max tens             -0.51 ksi 
  Max tens,  w/reinf   -0.51 ksi 
  Center     70.00 %             
  Max tens             -0.51 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:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.28 in):
 
  6 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2707 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   10.50  3.5200  4.3950 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8960  4.8960 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.3950  7.3960 No        
       2 US#4[M13]  60.0  0.40   13.38  7.3960  8.5200 No        
       2 US#4[M13]  60.0  0.40   16.88  8.5200  9.9301 No        
       2 US#4[M13]  60.0  0.40   19.00  9.9301 22.5830 No        
       2 US#4[M13]  60.0  0.40   15.00  4.8960 22.3960 Yes       
       2 US#4[M13]  60.0  0.40   18.00 22.3960 23.8960 Yes       
       2 US#4[M13]  60.0  0.40   18.75 23.8960 25.4587 Yes       
       2 US#4[M13]  60.0  0.40   19.00 25.4587 33.3753 Yes       
       2 US#4[M13]  60.0  0.40   10.50 33.3753 35.1247 Yes       
       2 US#4[M13]  60.0  0.40   19.00 35.1247 43.0413 Yes       
       2 US#4[M13]  60.0  0.40   18.75 43.0413 44.6040 Yes       
       2 US#4[M13]  60.0  0.40   18.00 44.6040 46.1040 Yes       
       2 US#4[M13]  60.0  0.40   15.00 46.1040 63.6040 Yes       
       2 US#4[M13]  60.0  0.40   19.00 45.9170 58.5699 No        
       2 US#4[M13]  60.0  0.40   16.88 58.5699 59.9800 No        
       2 US#4[M13]  60.0  0.40   13.38 59.9800 61.1040 No        
       2 US#4[M13]  60.0  0.40   12.00 61.1040 64.1050 No        
       2 US#4[M13]  60.0  0.40   12.00 63.6040 64.6040 Yes       
       2 US#4[M13]  60.0  0.40   10.50 64.1050 64.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.9800 67.9800 No        
       2 US#6[M19]  60.0  0.88    4.50 67.2293 67.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.6040 68.3543 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:2
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.28 in):
 
  6 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2707 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   10.50  3.5200  4.3950 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8960  4.8960 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.3950  7.3960 No        
       2 US#4[M13]  60.0  0.40   13.38  7.3960  8.5200 No        
       2 US#4[M13]  60.0  0.40   16.88  8.5200  9.9301 No        
       2 US#4[M13]  60.0  0.40   19.00  9.9301 22.5830 No        
       2 US#4[M13]  60.0  0.40   15.00  4.8960 22.3960 Yes       
       2 US#4[M13]  60.0  0.40   18.00 22.3960 23.8960 Yes       
       2 US#4[M13]  60.0  0.40   18.75 23.8960 25.4587 Yes       
       2 US#4[M13]  60.0  0.40   19.00 25.4587 33.3753 Yes       
       2 US#4[M13]  60.0  0.40   10.50 33.3753 35.1247 Yes       
       2 US#4[M13]  60.0  0.40   19.00 35.1247 43.0413 Yes       
       2 US#4[M13]  60.0  0.40   18.75 43.0413 44.6040 Yes       
       2 US#4[M13]  60.0  0.40   18.00 44.6040 46.1040 Yes       
       2 US#4[M13]  60.0  0.40   15.00 46.1040 63.6040 Yes       
       2 US#4[M13]  60.0  0.40   19.00 45.9170 58.5699 No        
       2 US#4[M13]  60.0  0.40   16.88 58.5699 59.9800 No        
       2 US#4[M13]  60.0  0.40   13.38 59.9800 61.1040 No        
       2 US#4[M13]  60.0  0.40   12.00 61.1040 64.1050 No        
       2 US#4[M13]  60.0  0.40   12.00 63.6040 64.6040 Yes       
       2 US#4[M13]  60.0  0.40   10.50 64.1050 64.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.9800 67.9800 No        
       2 US#6[M19]  60.0  0.88    4.50 67.2293 67.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.6040 68.3543 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:3
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.28 in):
 
  6 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2707 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   10.50  3.5200  4.3950 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8960  4.8960 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.3950  7.3960 No        
       2 US#4[M13]  60.0  0.40   13.38  7.3960  8.5200 No        
       2 US#4[M13]  60.0  0.40   16.88  8.5200  9.9301 No        
       2 US#4[M13]  60.0  0.40   19.00  9.9301 22.5830 No        
       2 US#4[M13]  60.0  0.40   15.00  4.8960 22.3960 Yes       
       2 US#4[M13]  60.0  0.40   18.00 22.3960 23.8960 Yes       
       2 US#4[M13]  60.0  0.40   18.75 23.8960 25.4587 Yes       
       2 US#4[M13]  60.0  0.40   19.00 25.4587 33.3753 Yes       
       2 US#4[M13]  60.0  0.40   10.50 33.3753 35.1247 Yes       
       2 US#4[M13]  60.0  0.40   19.00 35.1247 43.0413 Yes       
       2 US#4[M13]  60.0  0.40   18.75 43.0413 44.6040 Yes       
       2 US#4[M13]  60.0  0.40   18.00 44.6040 46.1040 Yes       
       2 US#4[M13]  60.0  0.40   15.00 46.1040 63.6040 Yes       
       2 US#4[M13]  60.0  0.40   19.00 45.9170 58.5699 No        
       2 US#4[M13]  60.0  0.40   16.88 58.5699 59.9800 No        
       2 US#4[M13]  60.0  0.40   13.38 59.9800 61.1040 No        
       2 US#4[M13]  60.0  0.40   12.00 61.1040 64.1050 No        
       2 US#4[M13]  60.0  0.40   12.00 63.6040 64.6040 Yes       
       2 US#4[M13]  60.0  0.40   10.50 64.1050 64.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.9800 67.9800 No        
       2 US#6[M19]  60.0  0.88    4.50 67.2293 67.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.6040 68.3543 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:4
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.28 in):
 
  6 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2707 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   10.50  3.5200  4.3950 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8960  4.8960 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.3950  7.3960 No        
       2 US#4[M13]  60.0  0.40   13.38  7.3960  8.5200 No        
       2 US#4[M13]  60.0  0.40   16.88  8.5200  9.9301 No        
       2 US#4[M13]  60.0  0.40   19.00  9.9301 22.5830 No        
       2 US#4[M13]  60.0  0.40   15.00  4.8960 22.3960 Yes       
       2 US#4[M13]  60.0  0.40   18.00 22.3960 23.8960 Yes       
       2 US#4[M13]  60.0  0.40   18.75 23.8960 25.4587 Yes       
       2 US#4[M13]  60.0  0.40   19.00 25.4587 33.3753 Yes       
       2 US#4[M13]  60.0  0.40   10.50 33.3753 35.1247 Yes       
       2 US#4[M13]  60.0  0.40   19.00 35.1247 43.0413 Yes       
       2 US#4[M13]  60.0  0.40   18.75 43.0413 44.6040 Yes       
       2 US#4[M13]  60.0  0.40   18.00 44.6040 46.1040 Yes       
       2 US#4[M13]  60.0  0.40   15.00 46.1040 63.6040 Yes       
       2 US#4[M13]  60.0  0.40   19.00 45.9170 58.5699 No        
       2 US#4[M13]  60.0  0.40   16.88 58.5699 59.9800 No        
       2 US#4[M13]  60.0  0.40   13.38 59.9800 61.1040 No        
       2 US#4[M13]  60.0  0.40   12.00 61.1040 64.1050 No        
       2 US#4[M13]  60.0  0.40   12.00 63.6040 64.6040 Yes       
       2 US#4[M13]  60.0  0.40   10.50 64.1050 64.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.9800 67.9800 No        
       2 US#6[M19]  60.0  0.88    4.50 67.2293 67.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.6040 68.3543 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
 
Span:1, Beam:5
 
PRESTRESSED STEEL:
 18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
 
END PATTERN (Ycg = 8.28 in):
 
  6 @  2.000 in 4 @  4.000 in 6 @  6.000 in 2 @ 42.500 in 
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#4[M13]  60.0  0.40    9.00  0.1457  3.8960 Yes       
       2 US#6[M19]  60.0  0.88    4.50  0.5200  1.2707 No        
       2 US#4[M13]  60.0  0.40    9.00  0.5200  3.5200 No        
       2 US#4[M13]  60.0  0.40   10.50  3.5200  4.3950 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8960  4.8960 Yes       
       2 US#4[M13]  60.0  0.40   12.00  4.3950  7.3960 No        
       2 US#4[M13]  60.0  0.40   13.38  7.3960  8.5200 No        
       2 US#4[M13]  60.0  0.40   16.88  8.5200  9.9301 No        
       2 US#4[M13]  60.0  0.40   19.00  9.9301 22.5830 No        
       2 US#4[M13]  60.0  0.40   15.00  4.8960 22.3960 Yes       
       2 US#4[M13]  60.0  0.40   18.00 22.3960 23.8960 Yes       
       2 US#4[M13]  60.0  0.40   18.75 23.8960 25.4587 Yes       
       2 US#4[M13]  60.0  0.40   19.00 25.4587 33.3753 Yes       
       2 US#4[M13]  60.0  0.40   10.50 33.3753 35.1247 Yes       
       2 US#4[M13]  60.0  0.40   19.00 35.1247 43.0413 Yes       
       2 US#4[M13]  60.0  0.40   18.75 43.0413 44.6040 Yes       
       2 US#4[M13]  60.0  0.40   18.00 44.6040 46.1040 Yes       
       2 US#4[M13]  60.0  0.40   15.00 46.1040 63.6040 Yes       
       2 US#4[M13]  60.0  0.40   19.00 45.9170 58.5699 No        
       2 US#4[M13]  60.0  0.40   16.88 58.5699 59.9800 No        
       2 US#4[M13]  60.0  0.40   13.38 59.9800 61.1040 No        
       2 US#4[M13]  60.0  0.40   12.00 61.1040 64.1050 No        
       2 US#4[M13]  60.0  0.40   12.00 63.6040 64.6040 Yes       
       2 US#4[M13]  60.0  0.40   10.50 64.1050 64.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.9800 67.9800 No        
       2 US#6[M19]  60.0  0.88    4.50 67.2293 67.9800 No        
       2 US#4[M13]  60.0  0.40    9.00 64.6040 68.3543 Yes       
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 

Span: 1, Beam: 1
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Exterior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  16.000 in
Effective width  =  81.996 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.044      0.00       0.044   67.50
     DC  Line       0.018      0.00       0.018   67.50
     DC  Line       0.064      0.00       0.064   67.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    33.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 68.500 ft
Release length = 68.500 ft
Design  length = 67.500 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.616   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.773   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.833   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 1
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        564.5 in2           1204.9 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           373607 in4#
Ht. of c.g.           =        20.23 in             35.69 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1258.3 plf   
Mom. of Inertia (Iyy) =      10478.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.22     6.35    13.20    20.05    26.90    33.75
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    568.0    585.7    583.7    585.7    585.7    585.7    585.7    585.7
  Yb      ,  in    20.16    19.80    19.84    19.80    19.80    19.80    19.80    19.80
  MI(Ixx) , in4   116855   119272   119007   119272   119272   119272   119272   119272
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1208.6   1226.9   1224.9   1226.9   1226.9   1226.9   1226.9   1226.9
  Yb      ,  in    35.61    35.20    35.25    35.20    35.20    35.20    35.20    35.20
  MI(Ixx) , in4   376362   389891   388389   389891   389891   389891   389891   389891

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.28 in):
     6 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.944 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.930 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.243 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)       
-------------------------------------------------------------------------------------
      1233.000         740 912.420      9.946 40279.516   530.444       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2707     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      10.50       3.5200      4.3950     No
      2      US#4[M13]       60.00        0.40      12.00       3.8960      4.8960    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.3950      7.3960     No
      2      US#4[M13]       60.00        0.40      13.38       7.3960      8.5200     No
      2      US#4[M13]       60.00        0.40      16.88       8.5200      9.9301     No
      2      US#4[M13]       60.00        0.40      19.00       9.9301     22.5830     No
      2      US#4[M13]       60.00        0.40      15.00       4.8960     22.3960    Yes
      2      US#4[M13]       60.00        0.40      18.00      22.3960     23.8960    Yes
      2      US#4[M13]       60.00        0.40      18.75      23.8960     25.4587    Yes
      2      US#4[M13]       60.00        0.40      19.00      25.4587     33.3753    Yes
      2      US#4[M13]       60.00        0.40      10.50      33.3753     35.1247    Yes
      2      US#4[M13]       60.00        0.40      19.00      35.1247     43.0413    Yes
      2      US#4[M13]       60.00        0.40      18.75      43.0413     44.6040    Yes
      2      US#4[M13]       60.00        0.40      18.00      44.6040     46.1040    Yes
      2      US#4[M13]       60.00        0.40      15.00      46.1040     63.6040    Yes
      2      US#4[M13]       60.00        0.40      19.00      45.9170     58.5699     No
      2      US#4[M13]       60.00        0.40      16.88      58.5699     59.9800     No
      2      US#4[M13]       60.00        0.40      13.38      59.9800     61.1040     No
      2      US#4[M13]       60.00        0.40      12.00      61.1040     64.1050     No
      2      US#4[M13]       60.00        0.40      12.00      63.6040     64.6040    Yes
      2      US#4[M13]       60.00        0.40      10.50      64.1050     64.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.9800     67.9800     No
      2      US#6[M19]       60.00        0.88       4.50      67.2293     67.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.6040     68.3543    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  8.28 in
         P_init    =      765.7 kips  Ecc = 11.95 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.653 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.53 ksi    0.00 ksi
    due to Composite Loads                                 -1.33 ksi    0.00 ksi
    due to Live Loads                                      -4.54 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                        12.33 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.62 ksi  ( 5.42 %)            16.24 ksi ( 8.28 %)
Total Prestress Losses                                    26.86 ksi (13.71 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0    10.2     9.1    24.5    45.2    60.0    68.8    71.8
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.5    48.5   130.1   240.2   318.8   366.0   381.7
Haunch (Max)V      22.6    20.9    21.1    18.4    13.8     9.2     4.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   158.6   141.5   376.1   682.7   886.0  1004.2  1029.2
            V      86.7    68.5    70.6    40.5    28.9    17.2    37.1    25.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.7    82.3    82.8    75.4    64.3    53.6    43.3    33.4
            M      -0.0   161.8   144.5   376.0   652.1   826.1   895.1   864.8
Total     : M+      0.0   306.0   272.8   728.3  1332.9  1749.4  1995.9  2064.2
            V     147.9   125.2   127.8    90.2    66.2    42.2    49.7    25.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   147.9   138.9   139.9   125.1   101.6    78.6    55.8    33.5
            M      -0.0   309.1   275.8   728.1  1302.3  1689.5  1886.8  1899.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      68.8    60.0    45.2    24.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     366.0   318.8   240.2   130.1    48.5    54.5     0.0
Haunch (Max)V       4.6     9.2    13.8    18.4    21.1    20.9    22.6
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+   1004.2   886.0   682.7   376.1   141.5   158.6     0.0
            V      37.1    17.2    28.9    40.5    70.6    68.5    86.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.3    53.6    64.3    75.4    82.8    82.3    86.7
            M     895.1   826.1   652.1   376.0   144.5   161.8     0.0
Total     : M+   1995.9  1749.4  1332.8   728.2   272.8   306.0     0.0
            V      49.7    42.2    66.2    90.2   127.8   125.2   147.9
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    55.8    78.5   101.6   125.1   139.9   138.9   147.9
            M    1886.7  1689.4  1302.3   728.1   275.8   309.1     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            22.6             22.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.3             49.3
DL-Comp.(DW)           22.4             22.4
Live                   83.6             83.6
        Truck          62.0             62.0
        Lane           21.6             21.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0    10.2     9.1    24.5    45.2    60.0    68.8    71.8
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.5    48.5   130.1   240.2   318.8   366.0   381.7
Haunch (Max)V      22.6    20.9    21.1    18.4    13.8     9.2     4.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   126.9   113.2   300.9   546.1   708.8   803.4   823.3
            V      69.4    54.8    56.5    32.4    23.1    13.8    29.7    20.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.4    65.8    66.2    60.3    51.4    42.9    34.6    26.7
            M      -0.0   129.4   115.6   300.8   521.7   660.8   716.1   691.9
Total     : M+      0.0   274.3   244.5   653.0  1196.3  1572.2  1795.1  1858.4
            V     130.6   111.5   113.6    82.1    60.4    38.7    42.2    20.5
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   130.6   122.5   123.4   110.0    88.8    67.8    47.2    26.8
            M      -0.0   276.8   246.9   652.9  1171.9  1524.3  1707.8  1726.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      68.8    60.0    45.2    24.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     366.0   318.8   240.2   130.1    48.5    54.5     0.0
Haunch (Max)V       4.6     9.2    13.8    18.4    21.1    20.9    22.6
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+    803.4   708.8   546.1   300.9   113.2   126.9     0.0
            V      29.7    13.8    23.1    32.4    56.5    54.8    69.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.6    42.9    51.4    60.3    66.2    65.8    69.4
            M     716.1   660.8   521.7   300.8   115.6   129.4     0.0
Total     : M+   1795.0  1572.2  1196.3   653.0   244.5   274.2     0.0
            V      42.2    38.7    60.4    82.1   113.6   111.5   130.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.2    67.8    88.8   110.0   123.4   122.5   130.6
            M    1707.7  1524.2  1171.9   652.9   246.9   276.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    59.7    53.2   142.7   263.4   349.6   401.4   418.6
(Max)       V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    43.0    38.3   102.7   189.7   251.7   289.0   301.4
(Min)       V      17.9    16.5    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0    12.8    11.4    30.6    56.5    75.0    86.0    89.7
DC(Max)     V       5.3     4.9     5.0     4.3     3.2     2.2     1.1     0.0
DL-Prec.  : M       0.0     9.2     8.2    22.0    40.7    54.0    62.0    64.6
DC(Min)     V       3.8     3.5     3.6     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    68.1    60.7   162.7   300.3   398.6   457.5   477.2
Haunch (Max)V      28.3    26.2    26.4    23.0    17.2    11.5     5.7     0.0
Deck +    : M       0.0    49.0    43.7   117.1   216.2   287.0   329.4   343.6
Haunch (Min)V      20.4    18.9    19.0    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.1     2.4     3.6     4.8     6.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.7    26.4    70.9   130.8   173.6   199.3   207.9
DC(Max)     V      12.3    11.4    11.5    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    21.4    19.0    51.0    94.2   125.0   143.5   149.7
DC(Min)     V       8.9     8.2     8.3     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    16.2    14.4    38.6    71.3    94.7   108.7   113.3
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     6.2    16.7    30.9    41.0    47.1    49.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   277.6   247.6   658.2  1194.7  1550.5  1757.4  1801.0
            V     151.8   119.9   123.5    70.9    50.5    30.2    65.0    44.6
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   151.8   143.9   144.8   131.9   112.5    93.8    75.8    58.4
            M      -0.0   283.1   252.9   657.9  1141.2  1445.6  1566.4  1513.5
Total     : M+      0.0   464.5   414.2  1104.8  2019.3  2645.6  3015.1  3113.7
            V     229.4   191.8   196.0   133.9    97.9    61.8    80.9    44.8
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   229.4   215.8   217.4   194.9   159.9   125.5    91.7    58.5
            M      -0.0   470.0   419.4  1104.5  1965.8  2540.6  2824.1  2826.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     401.4   349.6   263.4   142.7    53.2    59.7     0.0
(Max)       V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Self wt.  : M     289.0   251.7   189.7   102.7    38.3    43.0     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.5    17.9
DL-Prec.  : M      86.0    75.0    56.5    30.6    11.4    12.8     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     5.0     4.9     5.3
DL-Prec.  : M      62.0    54.0    40.7    22.0     8.2     9.2     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.6     3.5     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     457.5   398.6   300.3   162.7    60.7    68.1     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.4    26.2    28.3
Deck +    : M     329.4   287.0   216.2   117.1    43.7    49.0     0.0
Haunch (Min)V       4.1     8.3    12.4    16.5    19.0    18.9    20.4
Diaphragm : M       4.8     3.5     2.3     1.1     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.6     1.7     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.3   173.6   130.8    70.9    26.4    29.7     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.5    11.4    12.3
DL-Comp   : M     143.5   125.0    94.2    51.0    19.0    21.4     0.0
DC(Min)     V       1.8     3.6     5.4     7.2     8.3     8.2     8.9
DL-Comp   : M     108.7    94.7    71.3    38.6    14.4    16.2     0.0
DW(Max)     V       1.4     2.7     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      47.1    41.0    30.9    16.7     6.2     7.0     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1757.4  1550.5  1194.7   658.2   247.6   277.6     0.0
            V      65.0    30.2    50.5    70.9   123.5   119.9   151.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    75.8    93.8   112.5   131.9   144.8   143.9   151.8
            M    1566.4  1445.6  1141.2   657.9   252.9   283.1     0.0
Total     : M+   3015.0  2645.5  2019.3  1104.8   414.1   464.5     0.0
            V      80.9    61.8    97.9   133.9   196.0   191.8   229.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.7   125.5   159.9   194.9   217.4   215.8   229.4
            M    2824.1  2540.6  1965.8  1104.5   419.4   470.0     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            28.3             28.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.6             61.6
DL-Comp.(DW)           33.6             33.6
Live                  146.4            146.4
        Truck         108.6            108.6
        Lane           37.8             37.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     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    10.2     9.1    24.5    45.2    60.0    68.8    71.8
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.5    48.5   130.1   240.2   318.8   366.0   381.7
Haunch (Max)V      22.6    20.9    21.1    18.4    13.8     9.2     4.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(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    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     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
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   159.1   142.0   371.0   648.8   834.9   918.3   874.6
            V      88.1    83.4    83.9    76.0    64.0    50.0    37.9    27.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.1    83.4    83.9    76.0    64.0    51.9    40.5    30.7
            M       0.0   159.1   142.0   371.0   648.8   799.6   837.7   797.3
Total     : M+      0.0   306.4   273.4   723.2  1299.0  1698.3  1910.0  1909.6
            V     149.3   140.0   141.1   125.8   101.3    74.9    50.5    27.9
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   149.3   140.0   141.1   125.8   101.3    76.8    53.1    30.9
            M       0.0   306.4   273.4   723.2  1299.0  1663.0  1829.4  1832.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
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      68.8    60.0    45.2    24.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     366.0   318.8   240.2   130.1    48.5    54.5     0.0
Haunch (Max)V       4.6     9.2    13.8    18.4    21.1    20.9    22.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
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      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
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+    918.3   834.9   648.8   371.0   142.0   159.1     0.0
            V      37.9    50.0    64.0    76.0    83.9    83.4    88.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.5    51.9    64.0    76.0    83.9    83.4    88.1
            M     837.7   799.6   648.8   371.0   142.0   159.1     0.0
Total     : M+   1909.9  1698.3  1299.0   723.1   273.4   306.4     0.0
            V      50.5    74.9   101.3   125.8   141.1   140.0   149.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.1    76.8   101.3   125.8   141.1   140.0   149.3
            M    1829.4  1663.0  1299.0   723.1   273.4   306.4     0.0
 


 
Span : 1, Beam : 1, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right  Midspan
              Lifting
Location, ft     2.00    34.25
 
Beam-Self
Precast-top    -0.003    0.774 
Bottom          0.002   -0.616 
 
Prestress
Precast-top    -0.379   -0.556 
Bottom          1.885    2.771 
 
Total
Precast-top    -0.381    0.218 
Bottom          1.887    2.155 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.085  -0.484  -0.441  -0.484  -0.484  -0.484  -0.484  -0.484
Bottom         0.423   2.409   2.195   2.409   2.409   2.409   2.409   2.409
 
Self wt.
Precast-top   -0.000   0.121   0.108   0.289   0.534   0.709   0.814   0.849
Bottom        -0.000  -0.095  -0.085  -0.227  -0.420  -0.557  -0.640  -0.667
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.023   0.062   0.115   0.152   0.175   0.182
Bottom        -0.000  -0.020  -0.018  -0.049  -0.090  -0.119  -0.137  -0.143
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.001  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.138   0.123   0.330   0.609   0.808   0.928   0.968
Bottom        -0.000  -0.108  -0.097  -0.259  -0.478  -0.635  -0.729  -0.760
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.012   0.031   0.058   0.077   0.088   0.092
Precast-top   -0.000   0.007   0.006   0.017   0.032   0.042   0.048   0.050
Bottom        -0.000  -0.026  -0.023  -0.061  -0.113  -0.150  -0.173  -0.180
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.005   0.014   0.026   0.035   0.040   0.042
Precast-top   -0.000   0.003   0.003   0.008   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.012  -0.010  -0.028  -0.052  -0.068  -0.078  -0.082
 
LL+I(+)
Topping-top   -0.000   0.088   0.078   0.208   0.377   0.490   0.555   0.569
Precast-top   -0.000   0.048   0.043   0.113   0.206   0.267   0.303   0.310
Bottom        -0.000  -0.172  -0.154  -0.407  -0.740  -0.960  -1.088  -1.115
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.107   0.095   0.254   0.462   0.602   0.683   0.703 
Precast-top   -0.085  -0.139  -0.134   0.338   1.031   1.522   1.816   1.911 
Bottom         0.423   1.975   1.807   1.375   0.512  -0.087  -0.444  -0.548 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.017   0.046   0.084   0.112   0.128   0.134 
Precast-top   -0.085  -0.187  -0.176   0.225   0.825   1.254   1.513   1.601 
Bottom         0.423   2.147   1.961   1.782   1.252   0.873   0.644   0.567 
 

 
Span : 1, Beam : 1, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.085  -0.484  -0.441  -0.484  -0.484  -0.484  -0.484  -0.484
Bottom         0.423   2.409   2.195   2.409   2.409   2.409   2.409   2.409
 
Self wt.
Precast-top   -0.000   0.121   0.108   0.289   0.534   0.709   0.814   0.849
Bottom        -0.000  -0.095  -0.085  -0.227  -0.420  -0.557  -0.640  -0.667
 
DL-Prec (DC)
Precast-top   -0.000   0.026   0.023   0.062   0.115   0.152   0.175   0.182
Bottom        -0.000  -0.020  -0.018  -0.049  -0.090  -0.119  -0.137  -0.143
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.001   0.001   0.002   0.005   0.007   0.010   0.012
Bottom        -0.000  -0.001  -0.001  -0.002  -0.004  -0.006  -0.008  -0.010
 
Deck + Haunch
Precast-top   -0.000   0.138   0.123   0.330   0.609   0.808   0.928   0.968
Bottom        -0.000  -0.108  -0.097  -0.259  -0.478  -0.635  -0.729  -0.760
 
DL-Comp (DC)
Topping-top   -0.000   0.013   0.012   0.031   0.058   0.077   0.088   0.092
Precast-top   -0.000   0.007   0.006   0.017   0.032   0.042   0.048   0.050
Bottom        -0.000  -0.026  -0.023  -0.061  -0.113  -0.150  -0.173  -0.180
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.005   0.014   0.026   0.035   0.040   0.042
Precast-top   -0.000   0.003   0.003   0.008   0.014   0.019   0.022   0.023
Bottom        -0.000  -0.012  -0.010  -0.028  -0.052  -0.068  -0.078  -0.082
 
LL+I(+)
Topping-top   -0.000   0.070   0.063   0.166   0.302   0.392   0.444   0.455
Precast-top   -0.000   0.038   0.034   0.091   0.165   0.214   0.242   0.248
Bottom        -0.000  -0.137  -0.123  -0.326  -0.592  -0.768  -0.870  -0.892
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.089   0.080   0.212   0.386   0.504   0.572   0.589 
Precast-top   -0.085  -0.149  -0.142   0.316   0.990   1.468   1.755   1.849 
Bottom         0.423   2.009   1.837   1.456   0.660   0.105  -0.226  -0.325 
 

 
 
Span : 1, Beam : 1, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
F_LL+I(+)
Topping-top   -0.000   0.088   0.079   0.205   0.359   0.462   0.508   0.484
Precast-top   -0.000   0.048   0.043   0.112   0.196   0.252   0.277   0.264
Bottom        -0.000  -0.172  -0.155  -0.402  -0.703  -0.905  -0.995  -0.947
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.097   0.087   0.228   0.401   0.517   0.572   0.550 
Precast-top   -0.042  -0.046  -0.045   0.224   0.608   0.879   1.033   1.064 
Bottom         0.211   0.901   0.826   0.489  -0.077  -0.468  -0.673  -0.664 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1,  STRENGTH I
Using General Beta Theta Tables 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
    229.4    9.0   49.2    0.375   0.0   1.00e-3 36.9    187.8     0.575    0.533      2.04
      0.0    0.4   49.0     31.5 0.115      67.0 2.15    24.00     0.127    0.947*
Transfer:   3.00
    215.8    9.0   49.2    2.252   0.0   0.05e-3 23.9    149.6     0.276    1.067      0.00
    470.0    2.4   48.0    189.0 0.111      90.2 2.95    24.00     0.127    2.254 
Critical:   5.29
    207.6    9.0   49.2    2.458   0.0  -0.01e-3 22.6    136.7     0.238    0.720      0.00
    717.0    2.6   47.9    189.0 0.107      94.0 3.08    24.00     0.127    2.201 
0.1L    :   6.85
    194.9    9.0   49.2    2.777   0.0  -0.01e-3 22.3    120.8     0.208    0.720      0.00
   1104.5    3.0   47.8    189.0 0.101      95.8 3.15    24.00     0.127    2.376 
0.2L    :  13.70
    159.9    9.0   49.2    3.472   0.0   0.01e-3 22.2     71.2     0.127    0.573      0.00
   1965.8    3.7   47.4    189.0 0.083     106.4 3.53    24.00     0.127    2.476 
0.3L    :  20.55
    125.5    9.0   49.2    3.472   0.0   0.57e-3 31.4     63.0     0.162    0.573      0.00
   2540.6    3.7   47.4    189.0 0.065      76.4 2.53    24.00     0.127    2.146 
0.4L    :  27.40
     91.7    9.0   49.2    3.472   0.0   0.76e-3 33.8     30.3     0.127    0.253      0.00
   2824.1    3.7   47.4    189.0 0.048      71.6 2.37    24.00     0.127    1.581 
0.5L    :  34.25
     58.5    9.0   49.2    3.472   0.0   0.59e-3 31.7      0.0     0.127    0.457      0.00
   2826.2    3.7   47.4    189.0 0.030      75.7 2.51    24.00     0.127    3.860 
0.6L    :  41.10
     91.7    9.0   49.2    3.472   0.0   0.76e-3 33.8     30.3     0.127    0.253      0.00
   2824.1    3.7   47.4    189.0 0.048      71.6 2.37    24.00     0.127    1.581 
0.7L    :  47.95
    125.5    9.0   49.2    3.472   0.0   0.57e-3 31.4     63.0     0.162    0.573      0.00
   2540.6    3.7   47.4    189.0 0.065      76.4 2.53    24.00     0.127    2.146 
0.8L    :  54.80
    159.9    9.0   49.2    3.472   0.0   0.01e-3 22.2     71.2     0.127    0.573      0.00
   1965.8    3.7   47.4    189.0 0.083     106.4 3.53    24.00     0.127    2.476 
0.9L    :  61.65
    194.9    9.0   49.2    2.777   0.0  -0.01e-3 22.3    120.8     0.208    0.720      0.00
   1104.5    3.0   47.8    189.0 0.101      95.8 3.15    24.00     0.127    2.376 
Critical:  63.21
    207.6    9.0   49.2    2.458   0.0  -0.01e-3 22.6    136.7     0.238    0.720      0.00
    717.0    2.6   47.9    189.0 0.107      94.0 3.08    24.00     0.127    2.201 
Transfer:  65.50
    215.8    9.0   49.2    2.252   0.0   0.05e-3 23.9    149.6     0.276    1.067      0.00
    470.0    2.4   48.0    189.0 0.111      90.2 2.95    24.00     0.127    2.254 
Bearing :  68.00
    229.4    9.0   49.2    0.375   0.0   1.00e-3 36.9    187.8     0.575    0.533      2.04
      0.0    0.4   49.0     31.5 0.115      67.0 2.15    24.00     0.127    0.947*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are EXCLUDED from Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    170.8      3.87     49.25    0.41       49.05    24.00      0.120      0.990      0.102      0.533 
Transfer:      2.50
    161.6      3.74     49.25    2.41       48.05    24.00      0.120      0.946      0.075      0.533 
Critical:      4.79
    153.1      3.55     49.25    2.63       47.94    24.00      0.120      0.883      0.038      0.320 
0.1L    :      6.35
    147.3      3.43     49.25    2.96       47.77    24.00      0.120      0.842      0.013      0.320 
0.2L    :     13.20
    124.1      2.91     49.25    3.68       47.41    24.00      0.120      0.670      0.000      0.320 
0.3L    :     20.05
    101.6      2.38     49.25    3.68       47.41    24.00      0.120      0.494      0.000      0.320 
0.4L    :     26.90
     79.7      1.87     49.25    3.68       47.41    24.00      0.120      0.322      0.000      0.253 
0.5L    :     33.75
     58.4      1.37     49.25    3.68       47.41    24.00      0.120      0.156      0.000      0.457 
0.6L    :     40.60
     79.7      1.87     49.25    3.68       47.41    24.00      0.120      0.322      0.000      0.253 
0.7L    :     47.45
    101.6      2.38     49.25    3.68       47.41    24.00      0.120      0.494      0.000      0.320 
0.8L    :     54.30
    124.1      2.91     49.25    3.68       47.41    24.00      0.120      0.670      0.000      0.320 
0.9L    :     61.15
    147.3      3.43     49.25    2.96       47.77    24.00      0.120      0.842      0.013      0.320 
Critical:     62.71
    153.1      3.55     49.25    2.63       47.94    24.00      0.120      0.883      0.038      0.320 
Transfer:     65.00
    161.6      3.74     49.25    2.41       48.05    24.00      0.120      0.946      0.075      0.533 
Bearing :     67.50
    170.8      3.87     49.25    0.41       49.05    24.00      0.120      0.990      0.102      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.35 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.181  2.30     -0.417
DL-Prec. (DC)  :                       -0.034  3.00     -0.102
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.072
DL-Comp. (DW)  :                       -0.011  3.00     -0.033
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.20 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.357  2.30     -0.820
DL-Prec. (DC)  :                       -0.067  3.00     -0.201
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.143
DL-Comp. (DW)  :                       -0.022  3.00     -0.065
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.05 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.495  2.30     -1.138
DL-Prec. (DC)  :                       -0.093  3.00     -0.279
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.066  3.00     -0.198
DL-Comp. (DW)  :                       -0.030  3.00     -0.090
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 26.90 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.582  2.30     -1.339
DL-Prec. (DC)  :                       -0.110  3.00     -0.329
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.078  3.00     -0.233
DL-Comp. (DW)  :                       -0.035  3.00     -0.106
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 33.75 ft
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.612  2.30     -1.408
DL-Prec. (DC)  :                       -0.115  3.00     -0.345
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.082  3.00     -0.245
DL-Comp. (DW)  :                       -0.037  3.00     -0.111
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 40.60 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.582  2.30     -1.339
DL-Prec. (DC)  :                       -0.110  3.00     -0.329
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.078  3.00     -0.233
DL-Comp. (DW)  :                       -0.035  3.00     -0.106
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 47.45 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.495  2.30     -1.138
DL-Prec. (DC)  :                       -0.093  3.00     -0.279
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.066  3.00     -0.198
DL-Comp. (DW)  :                       -0.030  3.00     -0.090
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 54.30 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.357  2.30     -0.820
DL-Prec. (DC)  :                       -0.067  3.00     -0.201
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.143
DL-Comp. (DW)  :                       -0.022  3.00     -0.065
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 61.15 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.181  2.30     -0.417
DL-Prec. (DC)  :                       -0.034  3.00     -0.102
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.072
DL-Comp. (DW)  :                       -0.011  3.00     -0.033
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
   464.5    45.0  2.533  265.2    2.8   2.41   2450.5  0.051T 1.00       -       -     -     -  
H/2     :   2.22
   414.2    45.0  2.296  265.7    2.6   2.19   2230.1  0.057T 1.00       -       -     -     -  
0.1L    :   6.35
  1104.8    45.0  3.124  264.1    3.5   2.96   2990.9  0.041T 1.00       -       -     -     -  
0.2L    :  13.20
  2019.3    45.0  3.906  262.7    4.3   3.68   3688.4  0.033T 1.00   2820.7  2685.7    1.31    -  
0.3L    :  20.05
  2645.6    45.0  3.906  262.7    4.3   3.68   3688.4  0.033T 1.00   2683.7  2683.7    1.37    -  
0.4L    :  26.90
  3015.1    45.0  3.906  262.7    4.3   3.68   3688.4  0.033T 1.00   2601.2  2601.2    1.42    -  
0.5L    :  33.75
  3113.7    45.0  3.906  262.7    4.3   3.68   3688.4  0.033T 1.00   2573.2  2573.2    1.43    -  
0.6L    :  40.60
  3015.0    45.0  3.906  262.7    4.3   3.68   3688.4  0.033T 1.00   2601.2  2601.2    1.42    -  
0.7L    :  47.45
  2645.5    45.0  3.906  262.7    4.3   3.68   3688.4  0.033T 1.00   2683.8  2683.8    1.37    -  
0.8L    :  54.30
  2019.3    45.0  3.906  262.7    4.3   3.68   3688.4  0.033T 1.00   2820.7  2685.6    1.31    -  
0.9L    :  61.15
  1104.8    45.0  3.124  264.1    3.5   2.96   2990.9  0.041T 1.00       -       -     -     -  
H/2     :  65.28
   414.1    45.0  2.296  265.7    2.6   2.19   2230.1  0.057T 1.00       -       -     -     -  
Transfer:  65.00
   464.5    45.0  2.533  265.2    2.8   2.41   2450.5  0.051T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.028
        M   2.00 Fb     0.281
 
  2   2 E  42.50 Ft     0.525
        M  42.50 Fb     0.106
 
  3   2 E   6.00 Ft     0.423
        M   6.00 Fb     0.446
 
  4   2 E   6.00 Ft     0.320
        M   6.00 Fb     0.786
 
  5   2 E   6.00 Ft     0.217
        M   6.00 Fb     1.126
 
  6   2 E   4.00 Ft     0.078
        M   4.00 Fb     1.495
 
  7   2 E   4.00 Ft    -0.060
        M   4.00 Fb     1.863
 
  8   2 E   2.00 Ft    -0.235
        M   2.00 Fb     2.260
 
  9   2 E   2.00 Ft    -0.410
        M   2.00 Fb     2.656
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 68.50            Release Length, ft: 68.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.42 %               Final losses: 13.71 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       2.656     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.410     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509       0.003   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3688.44     3113.75     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   0.703     Midspan    1.800   0.134     Midspan
    Pre.Top:   3.000   1.911     Midspan    2.250   1.601     Midspan
    Pre.Bot:   3.000   1.975    Transfer    2.250   2.147    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.149    Transfer
    Pre.Bot:  -0.425  -0.325     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.064     Midspan
    Pre.Bot:                                                             2.000   0.901    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  33.75 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.612  2.30     -1.408
DL-Prec. (DC)  :                       -0.115  3.00     -0.345
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.082  3.00     -0.245
DL-Comp. (DW)  :                       -0.037  3.00     -0.111
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  16.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.018      0.00       0.018   67.50
     DC  Line       0.070      0.00       0.070   67.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    33.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 68.500 ft
Release length = 68.500 ft
Design  length = 67.500 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.660   (Calculated)    
Live Moment (1  lane  loaded)  : 0.481   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.027   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.860   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 2
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        564.5 in2           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.22     6.35    13.20    20.05    26.90    33.75
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    568.0    585.7    583.7    585.7    585.7    585.7    585.7    585.7
  Yb      ,  in    20.16    19.80    19.84    19.80    19.80    19.80    19.80    19.80
  MI(Ixx) , in4   116855   119272   119007   119272   119272   119272   119272   119272
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1270.3   1288.7   1286.6   1288.7   1288.7   1288.7   1288.7   1288.7
  Yb      ,  in    36.28    35.88    35.92    35.88    35.88    35.88    35.88    35.88
  MI(Ixx) , in4   387801   402010   400431   402010   402010   402010   402010   402010

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.28 in):
     6 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.993 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.992 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.243 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)       
-------------------------------------------------------------------------------------
      1233.000         740 912.420      9.946 40279.516   530.444       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2707     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      10.50       3.5200      4.3950     No
      2      US#4[M13]       60.00        0.40      12.00       3.8960      4.8960    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.3950      7.3960     No
      2      US#4[M13]       60.00        0.40      13.38       7.3960      8.5200     No
      2      US#4[M13]       60.00        0.40      16.88       8.5200      9.9301     No
      2      US#4[M13]       60.00        0.40      19.00       9.9301     22.5830     No
      2      US#4[M13]       60.00        0.40      15.00       4.8960     22.3960    Yes
      2      US#4[M13]       60.00        0.40      18.00      22.3960     23.8960    Yes
      2      US#4[M13]       60.00        0.40      18.75      23.8960     25.4587    Yes
      2      US#4[M13]       60.00        0.40      19.00      25.4587     33.3753    Yes
      2      US#4[M13]       60.00        0.40      10.50      33.3753     35.1247    Yes
      2      US#4[M13]       60.00        0.40      19.00      35.1247     43.0413    Yes
      2      US#4[M13]       60.00        0.40      18.75      43.0413     44.6040    Yes
      2      US#4[M13]       60.00        0.40      18.00      44.6040     46.1040    Yes
      2      US#4[M13]       60.00        0.40      15.00      46.1040     63.6040    Yes
      2      US#4[M13]       60.00        0.40      19.00      45.9170     58.5699     No
      2      US#4[M13]       60.00        0.40      16.88      58.5699     59.9800     No
      2      US#4[M13]       60.00        0.40      13.38      59.9800     61.1040     No
      2      US#4[M13]       60.00        0.40      12.00      61.1040     64.1050     No
      2      US#4[M13]       60.00        0.40      12.00      63.6040     64.6040    Yes
      2      US#4[M13]       60.00        0.40      10.50      64.1050     64.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.9800     67.9800     No
      2      US#6[M19]       60.00        0.88       4.50      67.2293     67.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.6040     68.3543    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  8.28 in
         P_init    =      765.7 kips  Ecc = 11.95 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.653 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.65 ksi    0.00 ksi
    due to Composite Loads                                 -1.32 ksi    0.00 ksi
    due to Live Loads                                      -4.65 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.33 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.62 ksi  ( 5.42 %)            16.01 ksi ( 8.17 %)
Total Prestress Losses                                    26.64 ksi (13.59 %)
 
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    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   163.6   145.9   387.9   704.1   913.9  1035.8  1061.5
            V     107.0    84.5    87.0    50.0    35.6    21.3    45.8    31.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.0   101.5   102.1    93.0    79.3    66.1    53.4    41.1
            M      -0.0   166.9   149.0   387.8   672.6   852.0   923.2   892.0
Total     : M+      0.0   313.2   279.2   745.3  1364.0  1790.1  2042.2  2111.9
            V     169.1   142.0   145.1   100.4    73.5    46.6    58.5    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   169.1   159.0   160.1   143.4   117.2    91.4    66.1    41.3
            M      -0.0   316.4   282.3   745.1  1332.5  1728.2  1929.6  1942.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+   1035.8   913.9   704.1   387.9   145.9   163.6     0.0
            V      45.8    21.3    35.6    50.0    87.0    84.5   107.0
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    53.4    66.1    79.3    93.0   102.1   101.5   107.0
            M     923.2   852.0   672.6   387.8   149.0   166.9     0.0
Total     : M+   2042.1  1790.0  1363.9   745.3   279.2   313.1     0.0
            V      58.5    46.6    73.5   100.4   145.1   142.0   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    66.1    91.4   117.2   143.4   160.1   159.0   169.1
            M    1929.5  1728.2  1332.4   745.1   282.3   316.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            24.8             24.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.3             49.3
DL-Comp.(DW)           22.4             22.4
Live                   83.6             83.6
        Truck          62.0             62.0
        Lane           21.6             21.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   130.9   116.7   310.4   563.3   731.1   828.6   849.2
            V      85.6    67.6    69.6    40.0    28.5    17.0    36.6    25.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.6    81.2    81.7    74.4    63.4    52.9    42.7    32.9
            M      -0.0   133.5   119.2   310.2   538.1   681.6   738.6   713.6
Total     : M+      0.0   280.4   250.0   667.7  1223.1  1607.3  1835.0  1899.6
            V     147.7   125.1   127.7    90.4    66.4    42.3    49.4    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   147.7   138.7   139.7   124.8   101.3    78.2    55.5    33.0
            M      -0.0   283.0   252.5   667.6  1197.9  1557.8  1745.0  1764.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+    828.6   731.1   563.3   310.4   116.7   130.9     0.0
            V      36.6    17.0    28.5    40.0    69.6    67.6    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.7    52.9    63.4    74.4    81.7    81.2    85.6
            M     738.6   681.6   538.1   310.2   119.2   133.5     0.0
Total     : M+   1834.9  1607.2  1223.1   667.7   250.0   280.4     0.0
            V      49.4    42.3    66.4    90.4   127.7   125.1   147.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    55.4    78.2   101.3   124.8   139.7   138.7   147.7
            M    1744.9  1557.8  1197.9   667.6   252.5   283.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    59.7    53.2   142.7   263.4   349.6   401.4   418.6
(Max)       V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    43.0    38.3   102.7   189.7   251.7   289.0   301.4
(Min)       V      17.9    16.5    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0     9.0     8.0    21.4    39.6    52.5    60.3    62.9
DC(Max)     V       3.7     3.4     3.5     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     6.5     5.8    15.4    28.5    37.8    43.4    45.3
DC(Min)     V       2.7     2.5     2.5     2.2     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    74.6    66.5   178.4   329.2   437.0   501.6   523.2
Haunch (Max)V      31.0    28.7    29.0    25.2    18.9    12.6     6.3     0.0
Deck +    : M       0.0    53.7    47.9   128.4   237.0   314.6   361.2   376.7
Haunch (Min)V      22.3    20.7    20.9    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.4     0.4     1.1     2.4     3.6     4.8     6.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.7    26.4    70.9   130.8   173.6   199.3   207.9
DC(Max)     V      12.3    11.4    11.5    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    21.4    19.0    51.0    94.2   125.0   143.5   149.7
DC(Min)     V       8.9     8.2     8.3     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    16.2    14.4    38.6    71.3    94.7   108.7   113.3
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     6.2    16.7    30.9    41.0    47.1    49.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   286.3   255.4   678.9  1232.2  1599.3  1812.6  1857.6
            V     187.2   147.9   152.3    87.4    62.3    37.2    80.1    55.1
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   187.2   177.5   178.6   162.7   138.8   115.7    93.5    72.0
            M      -0.0   292.0   260.8   678.6  1177.1  1491.0  1615.6  1561.1
Total     : M+      0.0   475.9   424.4  1132.0  2068.9  2710.3  3088.7  3189.5
            V     265.9   220.8   225.9   151.4   110.4    69.3    96.3    55.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   265.9   250.5   252.2   226.6   186.8   147.8   109.6    72.2
            M      -0.0   481.6   429.8  1131.8  2013.8  2602.1  2891.7  2892.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     401.4   349.6   263.4   142.7    53.2    59.7     0.0
(Max)       V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Self wt.  : M     289.0   251.7   189.7   102.7    38.3    43.0     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.5    17.9
DL-Prec.  : M      60.3    52.5    39.6    21.4     8.0     9.0     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.5     3.4     3.7
DL-Prec.  : M      43.4    37.8    28.5    15.4     5.8     6.5     0.0
DC(Min)     V       0.5     1.1     1.6     2.2     2.5     2.5     2.7
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     501.6   437.0   329.2   178.4    66.5    74.6     0.0
Haunch (Max)V       6.3    12.6    18.9    25.2    29.0    28.7    31.0
Deck +    : M     361.2   314.6   237.0   128.4    47.9    53.7     0.0
Haunch (Min)V       4.5     9.1    13.6    18.1    20.9    20.7    22.3
Diaphragm : M       4.8     3.5     2.3     1.1     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.6     1.7     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.3   173.6   130.8    70.9    26.4    29.7     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.5    11.4    12.3
DL-Comp   : M     143.5   125.0    94.2    51.0    19.0    21.4     0.0
DC(Min)     V       1.8     3.6     5.4     7.2     8.3     8.2     8.9
DL-Comp   : M     108.7    94.7    71.3    38.6    14.4    16.2     0.0
DW(Max)     V       1.4     2.7     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      47.1    41.0    30.9    16.7     6.2     7.0     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1812.6  1599.3  1232.2   678.9   255.4   286.3     0.0
            V      80.1    37.2    62.3    87.4   152.3   147.9   187.2
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    93.5   115.7   138.8   162.7   178.6   177.5   187.2
            M    1615.6  1491.0  1177.1   678.6   260.8   292.0     0.0
Total     : M+   3088.6  2710.2  2068.9  1132.0   424.4   475.9     0.0
            V      96.3    69.3   110.3   151.4   225.9   220.8   265.9
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   109.6   147.8   186.8   226.6   252.2   250.5   265.9
            M    2891.7  2602.0  2013.7  1131.7   429.8   481.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            31.0             31.0
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.6             61.6
DL-Comp.(DW)           33.6             33.6
Live                  146.4            146.4
        Truck         108.6            108.6
        Lane           37.8             37.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     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     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(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    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     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
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   119.5   106.7   278.7   487.4   627.2   689.8   657.0
            V      91.0    86.1    86.6    78.5    66.1    51.6    39.2    28.7
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    91.0    86.1    86.6    78.5    66.1    53.6    41.8    31.7
            M       0.0   119.5   106.7   278.7   487.4   600.7   629.3   598.9
Total     : M+      0.0   269.0   240.0   636.1  1147.3  1503.4  1696.2  1707.4
            V     153.1   143.6   144.7   129.0   103.9    76.9    51.9    28.8
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   153.1   143.6   144.7   129.0   103.9    78.9    54.6    31.9
            M       0.0   269.0   240.0   636.1  1147.3  1476.9  1635.7  1649.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
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      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
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+    689.8   627.2   487.4   278.7   106.7   119.5     0.0
            V      39.2    51.6    66.1    78.5    86.6    86.1    91.0
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    41.8    53.6    66.1    78.5    86.6    86.1    91.0
            M     629.3   600.7   487.4   278.7   106.7   119.5     0.0
Total     : M+   1696.1  1503.4  1147.2   636.1   240.0   269.0     0.0
            V      51.9    76.9   103.9   129.0   144.7   143.6   153.1
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    54.6    78.9   103.9   129.0   144.7   143.6   153.1
            M    1635.6  1476.8  1147.2   636.1   240.0   269.0     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right  Midspan
              Lifting
Location, ft     2.00    34.25
 
Beam-Self
Precast-top    -0.003    0.774 
Bottom          0.002   -0.616 
 
Prestress
Precast-top    -0.379   -0.556 
Bottom          1.885    2.771 
 
Total
Precast-top    -0.381    0.218 
Bottom          1.887    2.155 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.016   0.043   0.079   0.104   0.120   0.125 
Precast-top   -0.085  -0.183  -0.172   0.236   0.845   1.281   1.543   1.632 
Bottom         0.423   2.143   1.957   1.773   1.235   0.850   0.618   0.539 
 

 
Span : 1, Beam : 2, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.071   0.063   0.165   0.291   0.376   0.416   0.401 
Precast-top   -0.042  -0.059  -0.057   0.194   0.555   0.811   0.959   0.995 
Bottom         0.211   0.943   0.864   0.588   0.095  -0.247  -0.430  -0.434 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 2,  STRENGTH I
Using General Beta Theta Tables 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
    265.9    9.0   49.2    0.374   0.0   1.00e-3 37.1    229.6     0.708    0.533      2.92
      0.0    0.4   49.1     31.5 0.134      65.9 2.11    12.00     0.127    0.808*
Transfer:   3.00
    250.5    9.0   49.2    2.246   0.0   0.60e-3 32.6    206.3     0.549    1.067      0.00
    481.6    2.2   48.2    189.0 0.128      72.0 2.35    12.00     0.127    1.699 
Critical:   4.61
    241.1    9.0   49.2    2.454   0.0   0.13e-3 26.0    184.0     0.373    0.800      0.00
    736.1    2.4   48.1    189.0 0.124      83.8 2.74    24.00     0.127    1.787 
0.1L    :   6.85
    226.6    9.0   49.2    2.771   0.0  -0.00e-3 23.3    161.6     0.290    0.720      0.00
   1131.8    2.7   47.9    189.0 0.117      90.3 2.96    24.00     0.127    1.952 
0.2L    :  13.70
    186.8    9.0   49.2    3.472   0.0   0.20e-3 26.1    121.3     0.249    0.573      0.00
   2013.8    3.4   47.6    189.0 0.097      86.3 2.85    24.00     0.127    1.757 
0.3L    :  20.55
    147.8    9.0   49.2    3.472   0.0   0.75e-3 33.7     92.3     0.259    0.573      0.00
   2602.1    3.4   47.6    189.0 0.077      71.9 2.38    24.00     0.127    1.682 
0.4L    :  27.40
    109.6    9.0   49.2    3.472   0.0   0.92e-3 35.6     52.9     0.159    0.253      0.00
   2891.7    3.4   47.6    189.0 0.057      68.9 2.28    24.00     0.127    1.255 
0.5L    :  34.25
     72.2    9.0   49.2    3.472   0.0   0.74e-3 33.5      7.8     0.127    0.457      0.00
   2892.9    3.4   47.6    189.0 0.037      72.4 2.39    24.00     0.127    2.949 
0.6L    :  41.10
    109.6    9.0   49.2    3.472   0.0   0.92e-3 35.6     52.9     0.159    0.253      0.00
   2891.7    3.4   47.6    189.0 0.057      68.9 2.28    24.00     0.127    1.255 
0.7L    :  47.95
    147.8    9.0   49.2    3.472   0.0   0.75e-3 33.7     92.3     0.259    0.573      0.00
   2602.0    3.4   47.6    189.0 0.077      71.9 2.38    24.00     0.127    1.682 
0.8L    :  54.80
    186.8    9.0   49.2    3.472   0.0   0.19e-3 26.1    121.3     0.249    0.573      0.00
   2013.7    3.4   47.6    189.0 0.097      86.3 2.85    24.00     0.127    1.757 
0.9L    :  61.65
    226.6    9.0   49.2    2.771   0.0  -0.00e-3 23.3    161.6     0.290    0.720      0.00
   1131.7    2.7   47.9    189.0 0.117      90.3 2.96    24.00     0.127    1.952 
Critical:  63.89
    241.1    9.0   49.2    2.454   0.0   0.13e-3 26.0    184.0     0.373    0.800      0.00
    736.0    2.4   48.1    189.0 0.124      83.8 2.74    24.00     0.127    1.787 
Transfer:  65.50
    250.5    9.0   49.2    2.246   0.0   0.60e-3 32.6    206.3     0.549    1.067      0.00
    481.6    2.2   48.2    189.0 0.128      72.0 2.35    12.00     0.127    1.699 
Bearing :  68.00
    265.9    9.0   49.2    0.374   0.0   1.00e-3 37.1    229.6     0.708    0.533      2.92
      0.0    0.4   49.1     31.5 0.134      65.9 2.11    12.00     0.127    0.808*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are EXCLUDED from Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    206.2      4.67     49.25    0.37       49.06    24.00      0.120      1.257      0.262      0.533 
Transfer:      2.50
    195.2      4.50     49.25    2.19       48.15    24.00      0.120      1.201      0.229      0.533 
Critical:      4.11
    188.0      4.35     49.25    2.39       48.05    24.00      0.120      1.149      0.198      0.400 
0.1L    :      6.35
    178.1      4.13     49.25    2.70       47.90    24.00      0.120      1.077      0.154      0.320 
0.2L    :     13.20
    150.4      3.51     49.25    3.36       47.57    24.00      0.120      0.871      0.031      0.320 
0.3L    :     20.05
    123.5      2.88     49.25    3.36       47.57    24.00      0.120      0.661      0.000      0.320 
0.4L    :     26.90
     97.3      2.27     49.25    3.36       47.57    24.00      0.120      0.458      0.000      0.253 
0.5L    :     33.75
     72.0      1.68     49.25    3.36       47.57    24.00      0.120      0.261      0.000      0.457 
0.6L    :     40.60
     97.3      2.27     49.25    3.36       47.57    24.00      0.120      0.458      0.000      0.253 
0.7L    :     47.45
    123.5      2.88     49.25    3.36       47.57    24.00      0.120      0.661      0.000      0.320 
0.8L    :     54.30
    150.4      3.51     49.25    3.36       47.57    24.00      0.120      0.871      0.031      0.320 
0.9L    :     61.15
    178.1      4.13     49.25    2.70       47.90    24.00      0.120      1.077      0.154      0.320 
Critical:     63.39
    188.0      4.35     49.25    2.39       48.05    24.00      0.120      1.149      0.198      0.400 
Transfer:     65.00
    195.2      4.50     49.25    2.19       48.15    24.00      0.120      1.201      0.229      0.533 
Bearing :     67.50
    206.2      4.67     49.25    0.37       49.06    24.00      0.120      1.257      0.262      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.35 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.199  2.30     -0.457
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.20 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.391  2.30     -0.900
DL-Prec. (DC)  :                       -0.047  3.00     -0.141
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.138
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.05 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.542  2.30     -1.247
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.064  3.00     -0.192
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 26.90 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.638  2.30     -1.468
DL-Prec. (DC)  :                       -0.077  3.00     -0.230
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.075  3.00     -0.226
DL-Comp. (DW)  :                       -0.034  3.00     -0.103
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 33.75 ft
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.671  2.30     -1.544
DL-Prec. (DC)  :                       -0.081  3.00     -0.242
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.237
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 40.60 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.638  2.30     -1.468
DL-Prec. (DC)  :                       -0.077  3.00     -0.230
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.075  3.00     -0.226
DL-Comp. (DW)  :                       -0.034  3.00     -0.103
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 47.45 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.542  2.30     -1.247
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.064  3.00     -0.192
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 54.30 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.391  2.30     -0.900
DL-Prec. (DC)  :                       -0.047  3.00     -0.141
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.138
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 61.15 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.199  2.30     -0.457
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 2,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   475.9    45.0  2.527  265.7    2.6   2.19   2454.6  0.057T 1.00       -       -     -     -  
H/2     :   2.22
   424.4    45.0  2.290  266.1    2.3   1.99   2233.0  0.063T 1.00       -       -     -     -  
0.1L    :   6.35
  1132.0    45.0  3.117  264.7    3.2   2.70   2999.4  0.045T 1.00       -       -     -     -  
0.2L    :  13.20
  2068.9    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    365.3   365.3   10.16    -  
0.3L    :  20.05
  2710.3    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    222.1   222.1   16.71    -  
0.4L    :  26.90
  3088.7    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    135.8   135.8   27.32    -  
0.5L    :  33.75
  3189.5    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    106.6   106.6   34.82    -  
0.6L    :  40.60
  3088.6    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    135.9   135.9   27.31    -  
0.7L    :  47.45
  2710.2    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    222.1   222.1   16.71    -  
0.8L    :  54.30
  2068.9    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    365.3   365.3   10.16    -  
0.9L    :  61.15
  1132.0    45.0  3.117  264.7    3.2   2.70   2999.4  0.045T 1.00       -       -     -     -  
H/2     :  65.28
   424.4    45.0  2.290  266.1    2.3   1.99   2233.0  0.063T 1.00       -       -     -     -  
Transfer:  65.00
   475.9    45.0  2.527  265.7    2.6   2.19   2454.6  0.057T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.028
        M   2.00 Fb     0.281
 
  2   2 E  42.50 Ft     0.525
        M  42.50 Fb     0.106
 
  3   2 E   6.00 Ft     0.423
        M   6.00 Fb     0.446
 
  4   2 E   6.00 Ft     0.320
        M   6.00 Fb     0.786
 
  5   2 E   6.00 Ft     0.217
        M   6.00 Fb     1.126
 
  6   2 E   4.00 Ft     0.078
        M   4.00 Fb     1.495
 
  7   2 E   4.00 Ft    -0.060
        M   4.00 Fb     1.863
 
  8   2 E   2.00 Ft    -0.235
        M   2.00 Fb     2.260
 
  9   2 E   2.00 Ft    -0.410
        M   2.00 Fb     2.656
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 68.50            Release Length, ft: 68.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.42 %               Final losses: 13.59 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       2.656     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.410     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509       0.003   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3710.99     3189.49     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.125     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.632     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.143    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.995     Midspan
    Pre.Bot:                                                             2.000   0.943    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  33.75 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.671  2.30     -1.544
DL-Prec. (DC)  :                       -0.081  3.00     -0.242
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.237
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  16.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.018      0.00       0.018   67.50
     DC  Line       0.070      0.00       0.070   67.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    33.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 68.500 ft
Release length = 68.500 ft
Design  length = 67.500 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.660   (Calculated)    
Live Moment (1  lane  loaded)  : 0.481   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.027   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.860   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 3
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        564.5 in2           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.22     6.35    13.20    20.05    26.90    33.75
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    568.0    585.7    583.7    585.7    585.7    585.7    585.7    585.7
  Yb      ,  in    20.16    19.80    19.84    19.80    19.80    19.80    19.80    19.80
  MI(Ixx) , in4   116855   119272   119007   119272   119272   119272   119272   119272
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1270.3   1288.7   1286.6   1288.7   1288.7   1288.7   1288.7   1288.7
  Yb      ,  in    36.28    35.88    35.92    35.88    35.88    35.88    35.88    35.88
  MI(Ixx) , in4   387801   402010   400431   402010   402010   402010   402010   402010

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.28 in):
     6 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.993 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.992 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.243 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)       
-------------------------------------------------------------------------------------
      1233.000         740 912.420      9.946 40279.516   530.444       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2707     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      10.50       3.5200      4.3950     No
      2      US#4[M13]       60.00        0.40      12.00       3.8960      4.8960    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.3950      7.3960     No
      2      US#4[M13]       60.00        0.40      13.38       7.3960      8.5200     No
      2      US#4[M13]       60.00        0.40      16.88       8.5200      9.9301     No
      2      US#4[M13]       60.00        0.40      19.00       9.9301     22.5830     No
      2      US#4[M13]       60.00        0.40      15.00       4.8960     22.3960    Yes
      2      US#4[M13]       60.00        0.40      18.00      22.3960     23.8960    Yes
      2      US#4[M13]       60.00        0.40      18.75      23.8960     25.4587    Yes
      2      US#4[M13]       60.00        0.40      19.00      25.4587     33.3753    Yes
      2      US#4[M13]       60.00        0.40      10.50      33.3753     35.1247    Yes
      2      US#4[M13]       60.00        0.40      19.00      35.1247     43.0413    Yes
      2      US#4[M13]       60.00        0.40      18.75      43.0413     44.6040    Yes
      2      US#4[M13]       60.00        0.40      18.00      44.6040     46.1040    Yes
      2      US#4[M13]       60.00        0.40      15.00      46.1040     63.6040    Yes
      2      US#4[M13]       60.00        0.40      19.00      45.9170     58.5699     No
      2      US#4[M13]       60.00        0.40      16.88      58.5699     59.9800     No
      2      US#4[M13]       60.00        0.40      13.38      59.9800     61.1040     No
      2      US#4[M13]       60.00        0.40      12.00      61.1040     64.1050     No
      2      US#4[M13]       60.00        0.40      12.00      63.6040     64.6040    Yes
      2      US#4[M13]       60.00        0.40      10.50      64.1050     64.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.9800     67.9800     No
      2      US#6[M19]       60.00        0.88       4.50      67.2293     67.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.6040     68.3543    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  8.28 in
         P_init    =      765.7 kips  Ecc = 11.95 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.653 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.65 ksi    0.00 ksi
    due to Composite Loads                                 -1.32 ksi    0.00 ksi
    due to Live Loads                                      -4.65 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.33 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.62 ksi  ( 5.42 %)            16.01 ksi ( 8.17 %)
Total Prestress Losses                                    26.64 ksi (13.59 %)
 
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    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   163.6   145.9   387.9   704.1   913.9  1035.8  1061.5
            V     107.0    84.5    87.0    50.0    35.6    21.3    45.8    31.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.0   101.5   102.1    93.0    79.3    66.1    53.4    41.1
            M      -0.0   166.9   149.0   387.8   672.6   852.0   923.2   892.0
Total     : M+      0.0   313.2   279.2   745.3  1364.0  1790.1  2042.2  2111.9
            V     169.1   142.0   145.1   100.4    73.5    46.6    58.5    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   169.1   159.0   160.1   143.4   117.2    91.4    66.1    41.3
            M      -0.0   316.4   282.3   745.1  1332.5  1728.2  1929.6  1942.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+   1035.8   913.9   704.1   387.9   145.9   163.6     0.0
            V      45.8    21.3    35.6    50.0    87.0    84.5   107.0
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    53.4    66.1    79.3    93.0   102.1   101.5   107.0
            M     923.2   852.0   672.6   387.8   149.0   166.9     0.0
Total     : M+   2042.1  1790.0  1363.9   745.3   279.2   313.1     0.0
            V      58.5    46.6    73.5   100.4   145.1   142.0   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    66.1    91.4   117.2   143.4   160.1   159.0   169.1
            M    1929.5  1728.2  1332.4   745.1   282.3   316.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            24.8             24.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.3             49.3
DL-Comp.(DW)           22.4             22.4
Live                   83.6             83.6
        Truck          62.0             62.0
        Lane           21.6             21.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   130.9   116.7   310.4   563.3   731.1   828.6   849.2
            V      85.6    67.6    69.6    40.0    28.5    17.0    36.6    25.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.6    81.2    81.7    74.4    63.4    52.9    42.7    32.9
            M      -0.0   133.5   119.2   310.2   538.1   681.6   738.6   713.6
Total     : M+      0.0   280.4   250.0   667.7  1223.1  1607.3  1835.0  1899.6
            V     147.7   125.1   127.7    90.4    66.4    42.3    49.4    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   147.7   138.7   139.7   124.8   101.3    78.2    55.5    33.0
            M      -0.0   283.0   252.5   667.6  1197.9  1557.8  1745.0  1764.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+    828.6   731.1   563.3   310.4   116.7   130.9     0.0
            V      36.6    17.0    28.5    40.0    69.6    67.6    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.7    52.9    63.4    74.4    81.7    81.2    85.6
            M     738.6   681.6   538.1   310.2   119.2   133.5     0.0
Total     : M+   1834.9  1607.2  1223.1   667.7   250.0   280.4     0.0
            V      49.4    42.3    66.4    90.4   127.7   125.1   147.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    55.4    78.2   101.3   124.8   139.7   138.7   147.7
            M    1744.9  1557.8  1197.9   667.6   252.5   283.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    59.7    53.2   142.7   263.4   349.6   401.4   418.6
(Max)       V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    43.0    38.3   102.7   189.7   251.7   289.0   301.4
(Min)       V      17.9    16.5    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0     9.0     8.0    21.4    39.6    52.5    60.3    62.9
DC(Max)     V       3.7     3.4     3.5     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     6.5     5.8    15.4    28.5    37.8    43.4    45.3
DC(Min)     V       2.7     2.5     2.5     2.2     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    74.6    66.5   178.4   329.2   437.0   501.6   523.2
Haunch (Max)V      31.0    28.7    29.0    25.2    18.9    12.6     6.3     0.0
Deck +    : M       0.0    53.7    47.9   128.4   237.0   314.6   361.2   376.7
Haunch (Min)V      22.3    20.7    20.9    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.4     0.4     1.1     2.4     3.6     4.8     6.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.7    26.4    70.9   130.8   173.6   199.3   207.9
DC(Max)     V      12.3    11.4    11.5    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    21.4    19.0    51.0    94.2   125.0   143.5   149.7
DC(Min)     V       8.9     8.2     8.3     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    16.2    14.4    38.6    71.3    94.7   108.7   113.3
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     6.2    16.7    30.9    41.0    47.1    49.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   286.3   255.4   678.9  1232.2  1599.3  1812.6  1857.6
            V     187.2   147.9   152.3    87.4    62.3    37.2    80.1    55.1
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   187.2   177.5   178.6   162.7   138.8   115.7    93.5    72.0
            M      -0.0   292.0   260.8   678.6  1177.1  1491.0  1615.6  1561.1
Total     : M+      0.0   475.9   424.4  1132.0  2068.9  2710.3  3088.7  3189.5
            V     265.9   220.8   225.9   151.4   110.4    69.3    96.3    55.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   265.9   250.5   252.2   226.6   186.8   147.8   109.6    72.2
            M      -0.0   481.6   429.8  1131.8  2013.8  2602.1  2891.7  2892.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     401.4   349.6   263.4   142.7    53.2    59.7     0.0
(Max)       V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Self wt.  : M     289.0   251.7   189.7   102.7    38.3    43.0     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.5    17.9
DL-Prec.  : M      60.3    52.5    39.6    21.4     8.0     9.0     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.5     3.4     3.7
DL-Prec.  : M      43.4    37.8    28.5    15.4     5.8     6.5     0.0
DC(Min)     V       0.5     1.1     1.6     2.2     2.5     2.5     2.7
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     501.6   437.0   329.2   178.4    66.5    74.6     0.0
Haunch (Max)V       6.3    12.6    18.9    25.2    29.0    28.7    31.0
Deck +    : M     361.2   314.6   237.0   128.4    47.9    53.7     0.0
Haunch (Min)V       4.5     9.1    13.6    18.1    20.9    20.7    22.3
Diaphragm : M       4.8     3.5     2.3     1.1     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.6     1.7     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.3   173.6   130.8    70.9    26.4    29.7     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.5    11.4    12.3
DL-Comp   : M     143.5   125.0    94.2    51.0    19.0    21.4     0.0
DC(Min)     V       1.8     3.6     5.4     7.2     8.3     8.2     8.9
DL-Comp   : M     108.7    94.7    71.3    38.6    14.4    16.2     0.0
DW(Max)     V       1.4     2.7     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      47.1    41.0    30.9    16.7     6.2     7.0     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1812.6  1599.3  1232.2   678.9   255.4   286.3     0.0
            V      80.1    37.2    62.3    87.4   152.3   147.9   187.2
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    93.5   115.7   138.8   162.7   178.6   177.5   187.2
            M    1615.6  1491.0  1177.1   678.6   260.8   292.0     0.0
Total     : M+   3088.6  2710.2  2068.9  1132.0   424.4   475.9     0.0
            V      96.3    69.3   110.3   151.4   225.9   220.8   265.9
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   109.6   147.8   186.8   226.6   252.2   250.5   265.9
            M    2891.7  2602.0  2013.7  1131.7   429.8   481.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            31.0             31.0
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.6             61.6
DL-Comp.(DW)           33.6             33.6
Live                  146.4            146.4
        Truck         108.6            108.6
        Lane           37.8             37.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     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     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(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    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     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
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   119.5   106.7   278.7   487.4   627.2   689.8   657.0
            V      91.0    86.1    86.6    78.5    66.1    51.6    39.2    28.7
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    91.0    86.1    86.6    78.5    66.1    53.6    41.8    31.7
            M       0.0   119.5   106.7   278.7   487.4   600.7   629.3   598.9
Total     : M+      0.0   269.0   240.0   636.1  1147.3  1503.4  1696.2  1707.4
            V     153.1   143.6   144.7   129.0   103.9    76.9    51.9    28.8
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   153.1   143.6   144.7   129.0   103.9    78.9    54.6    31.9
            M       0.0   269.0   240.0   636.1  1147.3  1476.9  1635.7  1649.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
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      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
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+    689.8   627.2   487.4   278.7   106.7   119.5     0.0
            V      39.2    51.6    66.1    78.5    86.6    86.1    91.0
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    41.8    53.6    66.1    78.5    86.6    86.1    91.0
            M     629.3   600.7   487.4   278.7   106.7   119.5     0.0
Total     : M+   1696.1  1503.4  1147.2   636.1   240.0   269.0     0.0
            V      51.9    76.9   103.9   129.0   144.7   143.6   153.1
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    54.6    78.9   103.9   129.0   144.7   143.6   153.1
            M    1635.6  1476.8  1147.2   636.1   240.0   269.0     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right  Midspan
              Lifting
Location, ft     2.00    34.25
 
Beam-Self
Precast-top    -0.003    0.774 
Bottom          0.002   -0.616 
 
Prestress
Precast-top    -0.379   -0.556 
Bottom          1.885    2.771 
 
Total
Precast-top    -0.381    0.218 
Bottom          1.887    2.155 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.016   0.043   0.079   0.104   0.120   0.125 
Precast-top   -0.085  -0.183  -0.172   0.236   0.845   1.281   1.543   1.632 
Bottom         0.423   2.143   1.957   1.773   1.235   0.850   0.618   0.539 
 

 
Span : 1, Beam : 3, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.071   0.063   0.165   0.291   0.376   0.416   0.401 
Precast-top   -0.042  -0.059  -0.057   0.194   0.555   0.811   0.959   0.995 
Bottom         0.211   0.943   0.864   0.588   0.095  -0.247  -0.430  -0.434 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 3,  STRENGTH I
Using General Beta Theta Tables 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
    265.9    9.0   49.2    0.374   0.0   1.00e-3 37.1    229.6     0.708    0.533      2.92
      0.0    0.4   49.1     31.5 0.134      65.9 2.11    12.00     0.127    0.808*
Transfer:   3.00
    250.5    9.0   49.2    2.246   0.0   0.60e-3 32.6    206.3     0.549    1.067      0.00
    481.6    2.2   48.2    189.0 0.128      72.0 2.35    12.00     0.127    1.699 
Critical:   4.61
    241.1    9.0   49.2    2.454   0.0   0.13e-3 26.0    184.0     0.373    0.800      0.00
    736.1    2.4   48.1    189.0 0.124      83.8 2.74    24.00     0.127    1.787 
0.1L    :   6.85
    226.6    9.0   49.2    2.771   0.0  -0.00e-3 23.3    161.6     0.290    0.720      0.00
   1131.8    2.7   47.9    189.0 0.117      90.3 2.96    24.00     0.127    1.952 
0.2L    :  13.70
    186.8    9.0   49.2    3.472   0.0   0.20e-3 26.1    121.3     0.249    0.573      0.00
   2013.8    3.4   47.6    189.0 0.097      86.3 2.85    24.00     0.127    1.757 
0.3L    :  20.55
    147.8    9.0   49.2    3.472   0.0   0.75e-3 33.7     92.3     0.259    0.573      0.00
   2602.1    3.4   47.6    189.0 0.077      71.9 2.38    24.00     0.127    1.682 
0.4L    :  27.40
    109.6    9.0   49.2    3.472   0.0   0.92e-3 35.6     52.9     0.159    0.253      0.00
   2891.7    3.4   47.6    189.0 0.057      68.9 2.28    24.00     0.127    1.255 
0.5L    :  34.25
     72.2    9.0   49.2    3.472   0.0   0.74e-3 33.5      7.8     0.127    0.457      0.00
   2892.9    3.4   47.6    189.0 0.037      72.4 2.39    24.00     0.127    2.949 
0.6L    :  41.10
    109.6    9.0   49.2    3.472   0.0   0.92e-3 35.6     52.9     0.159    0.253      0.00
   2891.7    3.4   47.6    189.0 0.057      68.9 2.28    24.00     0.127    1.255 
0.7L    :  47.95
    147.8    9.0   49.2    3.472   0.0   0.75e-3 33.7     92.3     0.259    0.573      0.00
   2602.0    3.4   47.6    189.0 0.077      71.9 2.38    24.00     0.127    1.682 
0.8L    :  54.80
    186.8    9.0   49.2    3.472   0.0   0.19e-3 26.1    121.3     0.249    0.573      0.00
   2013.7    3.4   47.6    189.0 0.097      86.3 2.85    24.00     0.127    1.757 
0.9L    :  61.65
    226.6    9.0   49.2    2.771   0.0  -0.00e-3 23.3    161.6     0.290    0.720      0.00
   1131.7    2.7   47.9    189.0 0.117      90.3 2.96    24.00     0.127    1.952 
Critical:  63.89
    241.1    9.0   49.2    2.454   0.0   0.13e-3 26.0    184.0     0.373    0.800      0.00
    736.0    2.4   48.1    189.0 0.124      83.8 2.74    24.00     0.127    1.787 
Transfer:  65.50
    250.5    9.0   49.2    2.246   0.0   0.60e-3 32.6    206.3     0.549    1.067      0.00
    481.6    2.2   48.2    189.0 0.128      72.0 2.35    12.00     0.127    1.699 
Bearing :  68.00
    265.9    9.0   49.2    0.374   0.0   1.00e-3 37.1    229.6     0.708    0.533      2.92
      0.0    0.4   49.1     31.5 0.134      65.9 2.11    12.00     0.127    0.808*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are EXCLUDED from Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    206.2      4.67     49.25    0.37       49.06    24.00      0.120      1.257      0.262      0.533 
Transfer:      2.50
    195.2      4.50     49.25    2.19       48.15    24.00      0.120      1.201      0.229      0.533 
Critical:      4.11
    188.0      4.35     49.25    2.39       48.05    24.00      0.120      1.149      0.198      0.400 
0.1L    :      6.35
    178.1      4.13     49.25    2.70       47.90    24.00      0.120      1.077      0.154      0.320 
0.2L    :     13.20
    150.4      3.51     49.25    3.36       47.57    24.00      0.120      0.871      0.031      0.320 
0.3L    :     20.05
    123.5      2.88     49.25    3.36       47.57    24.00      0.120      0.661      0.000      0.320 
0.4L    :     26.90
     97.3      2.27     49.25    3.36       47.57    24.00      0.120      0.458      0.000      0.253 
0.5L    :     33.75
     72.0      1.68     49.25    3.36       47.57    24.00      0.120      0.261      0.000      0.457 
0.6L    :     40.60
     97.3      2.27     49.25    3.36       47.57    24.00      0.120      0.458      0.000      0.253 
0.7L    :     47.45
    123.5      2.88     49.25    3.36       47.57    24.00      0.120      0.661      0.000      0.320 
0.8L    :     54.30
    150.4      3.51     49.25    3.36       47.57    24.00      0.120      0.871      0.031      0.320 
0.9L    :     61.15
    178.1      4.13     49.25    2.70       47.90    24.00      0.120      1.077      0.154      0.320 
Critical:     63.39
    188.0      4.35     49.25    2.39       48.05    24.00      0.120      1.149      0.198      0.400 
Transfer:     65.00
    195.2      4.50     49.25    2.19       48.15    24.00      0.120      1.201      0.229      0.533 
Bearing :     67.50
    206.2      4.67     49.25    0.37       49.06    24.00      0.120      1.257      0.262      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.35 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.199  2.30     -0.457
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.20 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.391  2.30     -0.900
DL-Prec. (DC)  :                       -0.047  3.00     -0.141
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.138
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.05 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.542  2.30     -1.247
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.064  3.00     -0.192
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 26.90 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.638  2.30     -1.468
DL-Prec. (DC)  :                       -0.077  3.00     -0.230
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.075  3.00     -0.226
DL-Comp. (DW)  :                       -0.034  3.00     -0.103
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 33.75 ft
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.671  2.30     -1.544
DL-Prec. (DC)  :                       -0.081  3.00     -0.242
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.237
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 40.60 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.638  2.30     -1.468
DL-Prec. (DC)  :                       -0.077  3.00     -0.230
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.075  3.00     -0.226
DL-Comp. (DW)  :                       -0.034  3.00     -0.103
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 47.45 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.542  2.30     -1.247
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.064  3.00     -0.192
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 54.30 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.391  2.30     -0.900
DL-Prec. (DC)  :                       -0.047  3.00     -0.141
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.138
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 61.15 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.199  2.30     -0.457
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 3,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   475.9    45.0  2.527  265.7    2.6   2.19   2454.6  0.057T 1.00       -       -     -     -  
H/2     :   2.22
   424.4    45.0  2.290  266.1    2.3   1.99   2233.0  0.063T 1.00       -       -     -     -  
0.1L    :   6.35
  1132.0    45.0  3.117  264.7    3.2   2.70   2999.4  0.045T 1.00       -       -     -     -  
0.2L    :  13.20
  2068.9    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    365.3   365.3   10.16    -  
0.3L    :  20.05
  2710.3    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    222.1   222.1   16.71    -  
0.4L    :  26.90
  3088.7    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    135.8   135.8   27.32    -  
0.5L    :  33.75
  3189.5    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    106.6   106.6   34.82    -  
0.6L    :  40.60
  3088.6    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    135.9   135.9   27.31    -  
0.7L    :  47.45
  2710.2    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    222.1   222.1   16.71    -  
0.8L    :  54.30
  2068.9    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    365.3   365.3   10.16    -  
0.9L    :  61.15
  1132.0    45.0  3.117  264.7    3.2   2.70   2999.4  0.045T 1.00       -       -     -     -  
H/2     :  65.28
   424.4    45.0  2.290  266.1    2.3   1.99   2233.0  0.063T 1.00       -       -     -     -  
Transfer:  65.00
   475.9    45.0  2.527  265.7    2.6   2.19   2454.6  0.057T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.028
        M   2.00 Fb     0.281
 
  2   2 E  42.50 Ft     0.525
        M  42.50 Fb     0.106
 
  3   2 E   6.00 Ft     0.423
        M   6.00 Fb     0.446
 
  4   2 E   6.00 Ft     0.320
        M   6.00 Fb     0.786
 
  5   2 E   6.00 Ft     0.217
        M   6.00 Fb     1.126
 
  6   2 E   4.00 Ft     0.078
        M   4.00 Fb     1.495
 
  7   2 E   4.00 Ft    -0.060
        M   4.00 Fb     1.863
 
  8   2 E   2.00 Ft    -0.235
        M   2.00 Fb     2.260
 
  9   2 E   2.00 Ft    -0.410
        M   2.00 Fb     2.656
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 68.50            Release Length, ft: 68.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.42 %               Final losses: 13.59 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       2.656     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.410     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509       0.003   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3710.99     3189.49     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.125     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.632     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.143    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.995     Midspan
    Pre.Bot:                                                             2.000   0.943    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  33.75 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.671  2.30     -1.544
DL-Prec. (DC)  :                       -0.081  3.00     -0.242
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.237
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Interior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  16.000 in
Effective width  =  90.000 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.018      0.00       0.018   67.50
     DC  Line       0.070      0.00       0.070   67.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    33.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 68.500 ft
Release length = 68.500 ft
Design  length = 67.500 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.660   (Calculated)    
Live Moment (1  lane  loaded)  : 0.481   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.027   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.860   (Calculated)    
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 4
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        564.5 in2           1266.6 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           384909 in4#
Ht. of c.g.           =        20.23 in             36.36 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1322.9 plf   
Mom. of Inertia (Iyy) =      10478.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.22     6.35    13.20    20.05    26.90    33.75
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    568.0    585.7    583.7    585.7    585.7    585.7    585.7    585.7
  Yb      ,  in    20.16    19.80    19.84    19.80    19.80    19.80    19.80    19.80
  MI(Ixx) , in4   116855   119272   119007   119272   119272   119272   119272   119272
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1270.3   1288.7   1286.6   1288.7   1288.7   1288.7   1288.7   1288.7
  Yb      ,  in    36.28    35.88    35.92    35.88    35.88    35.88    35.88    35.88
  MI(Ixx) , in4   387801   402010   400431   402010   402010   402010   402010   402010

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.28 in):
     6 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.993 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.992 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.243 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)       
-------------------------------------------------------------------------------------
      1233.000         740 912.420      9.946 40279.516   530.444       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2707     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      10.50       3.5200      4.3950     No
      2      US#4[M13]       60.00        0.40      12.00       3.8960      4.8960    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.3950      7.3960     No
      2      US#4[M13]       60.00        0.40      13.38       7.3960      8.5200     No
      2      US#4[M13]       60.00        0.40      16.88       8.5200      9.9301     No
      2      US#4[M13]       60.00        0.40      19.00       9.9301     22.5830     No
      2      US#4[M13]       60.00        0.40      15.00       4.8960     22.3960    Yes
      2      US#4[M13]       60.00        0.40      18.00      22.3960     23.8960    Yes
      2      US#4[M13]       60.00        0.40      18.75      23.8960     25.4587    Yes
      2      US#4[M13]       60.00        0.40      19.00      25.4587     33.3753    Yes
      2      US#4[M13]       60.00        0.40      10.50      33.3753     35.1247    Yes
      2      US#4[M13]       60.00        0.40      19.00      35.1247     43.0413    Yes
      2      US#4[M13]       60.00        0.40      18.75      43.0413     44.6040    Yes
      2      US#4[M13]       60.00        0.40      18.00      44.6040     46.1040    Yes
      2      US#4[M13]       60.00        0.40      15.00      46.1040     63.6040    Yes
      2      US#4[M13]       60.00        0.40      19.00      45.9170     58.5699     No
      2      US#4[M13]       60.00        0.40      16.88      58.5699     59.9800     No
      2      US#4[M13]       60.00        0.40      13.38      59.9800     61.1040     No
      2      US#4[M13]       60.00        0.40      12.00      61.1040     64.1050     No
      2      US#4[M13]       60.00        0.40      12.00      63.6040     64.6040    Yes
      2      US#4[M13]       60.00        0.40      10.50      64.1050     64.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.9800     67.9800     No
      2      US#6[M19]       60.00        0.88       4.50      67.2293     67.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.6040     68.3543    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  8.28 in
         P_init    =      765.7 kips  Ecc = 11.95 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.653 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.65 ksi    0.00 ksi
    due to Composite Loads                                 -1.32 ksi    0.00 ksi
    due to Live Loads                                      -4.65 ksi    0.00 ksi
 
Time Dependent Losses (Approximate Method (Art.5.9.3.3))
                            Initial                            Final
 
Steel relaxation           0.00 ksi                         2.40 ksi (Eq 5.9.3.3-1)
Concrete shrinkage         0.00 ksi                        10.91 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        12.33 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.62 ksi  ( 5.42 %)            16.01 ksi ( 8.17 %)
Total Prestress Losses                                    26.64 ksi (13.59 %)
 
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    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   163.6   145.9   387.9   704.1   913.9  1035.8  1061.5
            V     107.0    84.5    87.0    50.0    35.6    21.3    45.8    31.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   107.0   101.5   102.1    93.0    79.3    66.1    53.4    41.1
            M      -0.0   166.9   149.0   387.8   672.6   852.0   923.2   892.0
Total     : M+      0.0   313.2   279.2   745.3  1364.0  1790.1  2042.2  2111.9
            V     169.1   142.0   145.1   100.4    73.5    46.6    58.5    31.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   169.1   159.0   160.1   143.4   117.2    91.4    66.1    41.3
            M      -0.0   316.4   282.3   745.1  1332.5  1728.2  1929.6  1942.4
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+   1035.8   913.9   704.1   387.9   145.9   163.6     0.0
            V      45.8    21.3    35.6    50.0    87.0    84.5   107.0
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    53.4    66.1    79.3    93.0   102.1   101.5   107.0
            M     923.2   852.0   672.6   387.8   149.0   166.9     0.0
Total     : M+   2042.1  1790.0  1363.9   745.3   279.2   313.1     0.0
            V      58.5    46.6    73.5   100.4   145.1   142.0   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    66.1    91.4   117.2   143.4   160.1   159.0   169.1
            M    1929.5  1728.2  1332.4   745.1   282.3   316.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            24.8             24.8
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.0              3.0
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.3             49.3
DL-Comp.(DW)           22.4             22.4
Live                   83.6             83.6
        Truck          62.0             62.0
        Lane           21.6             21.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   130.9   116.7   310.4   563.3   731.1   828.6   849.2
            V      85.6    67.6    69.6    40.0    28.5    17.0    36.6    25.2
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    85.6    81.2    81.7    74.4    63.4    52.9    42.7    32.9
            M      -0.0   133.5   119.2   310.2   538.1   681.6   738.6   713.6
Total     : M+      0.0   280.4   250.0   667.7  1223.1  1607.3  1835.0  1899.6
            V     147.7   125.1   127.7    90.4    66.4    42.3    49.4    25.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   147.7   138.7   139.7   124.8   101.3    78.2    55.5    33.0
            M      -0.0   283.0   252.5   667.6  1197.9  1557.8  1745.0  1764.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+    828.6   731.1   563.3   310.4   116.7   130.9     0.0
            V      36.6    17.0    28.5    40.0    69.6    67.6    85.6
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    42.7    52.9    63.4    74.4    81.7    81.2    85.6
            M     738.6   681.6   538.1   310.2   119.2   133.5     0.0
Total     : M+   1834.9  1607.2  1223.1   667.7   250.0   280.4     0.0
            V      49.4    42.3    66.4    90.4   127.7   125.1   147.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    55.4    78.2   101.3   124.8   139.7   138.7   147.7
            M    1744.9  1557.8  1197.9   667.6   252.5   283.0     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    59.7    53.2   142.7   263.4   349.6   401.4   418.6
(Max)       V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    43.0    38.3   102.7   189.7   251.7   289.0   301.4
(Min)       V      17.9    16.5    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0     9.0     8.0    21.4    39.6    52.5    60.3    62.9
DC(Max)     V       3.7     3.4     3.5     3.0     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     6.5     5.8    15.4    28.5    37.8    43.4    45.3
DC(Min)     V       2.7     2.5     2.5     2.2     1.6     1.1     0.5     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    74.6    66.5   178.4   329.2   437.0   501.6   523.2
Haunch (Max)V      31.0    28.7    29.0    25.2    18.9    12.6     6.3     0.0
Deck +    : M       0.0    53.7    47.9   128.4   237.0   314.6   361.2   376.7
Haunch (Min)V      22.3    20.7    20.9    18.1    13.6     9.1     4.5     0.0
Diaphragm : M       0.0     0.4     0.4     1.1     2.4     3.6     4.8     6.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.7    26.4    70.9   130.8   173.6   199.3   207.9
DC(Max)     V      12.3    11.4    11.5    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    21.4    19.0    51.0    94.2   125.0   143.5   149.7
DC(Min)     V       8.9     8.2     8.3     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    16.2    14.4    38.6    71.3    94.7   108.7   113.3
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     6.2    16.7    30.9    41.0    47.1    49.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   286.3   255.4   678.9  1232.2  1599.3  1812.6  1857.6
            V     187.2   147.9   152.3    87.4    62.3    37.2    80.1    55.1
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   187.2   177.5   178.6   162.7   138.8   115.7    93.5    72.0
            M      -0.0   292.0   260.8   678.6  1177.1  1491.0  1615.6  1561.1
Total     : M+      0.0   475.9   424.4  1132.0  2068.9  2710.3  3088.7  3189.5
            V     265.9   220.8   225.9   151.4   110.4    69.3    96.3    55.2
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   265.9   250.5   252.2   226.6   186.8   147.8   109.6    72.2
            M      -0.0   481.6   429.8  1131.8  2013.8  2602.1  2891.7  2892.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     401.4   349.6   263.4   142.7    53.2    59.7     0.0
(Max)       V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Self wt.  : M     289.0   251.7   189.7   102.7    38.3    43.0     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.5    17.9
DL-Prec.  : M      60.3    52.5    39.6    21.4     8.0     9.0     0.0
DC(Max)     V       0.8     1.5     2.3     3.0     3.5     3.4     3.7
DL-Prec.  : M      43.4    37.8    28.5    15.4     5.8     6.5     0.0
DC(Min)     V       0.5     1.1     1.6     2.2     2.5     2.5     2.7
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     501.6   437.0   329.2   178.4    66.5    74.6     0.0
Haunch (Max)V       6.3    12.6    18.9    25.2    29.0    28.7    31.0
Deck +    : M     361.2   314.6   237.0   128.4    47.9    53.7     0.0
Haunch (Min)V       4.5     9.1    13.6    18.1    20.9    20.7    22.3
Diaphragm : M       4.8     3.5     2.3     1.1     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.6     1.7     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.3   173.6   130.8    70.9    26.4    29.7     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.5    11.4    12.3
DL-Comp   : M     143.5   125.0    94.2    51.0    19.0    21.4     0.0
DC(Min)     V       1.8     3.6     5.4     7.2     8.3     8.2     8.9
DL-Comp   : M     108.7    94.7    71.3    38.6    14.4    16.2     0.0
DW(Max)     V       1.4     2.7     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      47.1    41.0    30.9    16.7     6.2     7.0     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1812.6  1599.3  1232.2   678.9   255.4   286.3     0.0
            V      80.1    37.2    62.3    87.4   152.3   147.9   187.2
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    93.5   115.7   138.8   162.7   178.6   177.5   187.2
            M    1615.6  1491.0  1177.1   678.6   260.8   292.0     0.0
Total     : M+   3088.6  2710.2  2068.9  1132.0   424.4   475.9     0.0
            V      96.3    69.3   110.3   151.4   225.9   220.8   265.9
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   109.6   147.8   186.8   226.6   252.2   250.5   265.9
            M    2891.7  2602.0  2013.7  1131.7   429.8   481.6     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            31.0             31.0
Diaphragm               0.2              0.2
DL-Prec.(DC)            3.7              3.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.6             61.6
DL-Comp.(DW)           33.6             33.6
Live                  146.4            146.4
        Truck         108.6            108.6
        Lane           37.8             37.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     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     7.2     6.4    17.1    31.6    42.0    48.2    50.3
DC(Max)     V       3.0     2.8     2.8     2.4     1.8     1.2     0.6     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    59.7    53.2   142.7   263.4   349.6   401.3   418.5
Haunch (Max)V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(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    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     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
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   119.5   106.7   278.7   487.4   627.2   689.8   657.0
            V      91.0    86.1    86.6    78.5    66.1    51.6    39.2    28.7
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    91.0    86.1    86.6    78.5    66.1    53.6    41.8    31.7
            M       0.0   119.5   106.7   278.7   487.4   600.7   629.3   598.9
Total     : M+      0.0   269.0   240.0   636.1  1147.3  1503.4  1696.2  1707.4
            V     153.1   143.6   144.7   129.0   103.9    76.9    51.9    28.8
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   153.1   143.6   144.7   129.0   103.9    78.9    54.6    31.9
            M       0.0   269.0   240.0   636.1  1147.3  1476.9  1635.7  1649.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M      48.2    42.0    31.6    17.1     6.4     7.2     0.0
DC(Max)     V       0.6     1.2     1.8     2.4     2.8     2.8     3.0
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     401.3   349.6   263.4   142.7    53.2    59.7     0.0
Haunch (Max)V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
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      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
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+    689.8   627.2   487.4   278.7   106.7   119.5     0.0
            V      39.2    51.6    66.1    78.5    86.6    86.1    91.0
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    41.8    53.6    66.1    78.5    86.6    86.1    91.0
            M     629.3   600.7   487.4   278.7   106.7   119.5     0.0
Total     : M+   1696.1  1503.4  1147.2   636.1   240.0   269.0     0.0
            V      51.9    76.9   103.9   129.0   144.7   143.6   153.1
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    54.6    78.9   103.9   129.0   144.7   143.6   153.1
            M    1635.6  1476.8  1147.2   636.1   240.0   269.0     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right  Midspan
              Lifting
Location, ft     2.00    34.25
 
Beam-Self
Precast-top    -0.003    0.774 
Bottom          0.002   -0.616 
 
Prestress
Precast-top    -0.379   -0.556 
Bottom          1.885    2.771 
 
Total
Precast-top    -0.381    0.218 
Bottom          1.887    2.155 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.018   0.016   0.043   0.079   0.104   0.120   0.125 
Precast-top   -0.085  -0.183  -0.172   0.236   0.845   1.281   1.543   1.632 
Bottom         0.423   2.143   1.957   1.773   1.235   0.850   0.618   0.539 
 

 
Span : 1, Beam : 4, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.071   0.063   0.165   0.291   0.376   0.416   0.401 
Precast-top   -0.042  -0.059  -0.057   0.194   0.555   0.811   0.959   0.995 
Bottom         0.211   0.943   0.864   0.588   0.095  -0.247  -0.430  -0.434 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 4,  STRENGTH I
Using General Beta Theta Tables 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
    265.9    9.0   49.2    0.374   0.0   1.00e-3 37.1    229.6     0.708    0.533      2.92
      0.0    0.4   49.1     31.5 0.134      65.9 2.11    12.00     0.127    0.808*
Transfer:   3.00
    250.5    9.0   49.2    2.246   0.0   0.60e-3 32.6    206.3     0.549    1.067      0.00
    481.6    2.2   48.2    189.0 0.128      72.0 2.35    12.00     0.127    1.699 
Critical:   4.61
    241.1    9.0   49.2    2.454   0.0   0.13e-3 26.0    184.0     0.373    0.800      0.00
    736.1    2.4   48.1    189.0 0.124      83.8 2.74    24.00     0.127    1.787 
0.1L    :   6.85
    226.6    9.0   49.2    2.771   0.0  -0.00e-3 23.3    161.6     0.290    0.720      0.00
   1131.8    2.7   47.9    189.0 0.117      90.3 2.96    24.00     0.127    1.952 
0.2L    :  13.70
    186.8    9.0   49.2    3.472   0.0   0.20e-3 26.1    121.3     0.249    0.573      0.00
   2013.8    3.4   47.6    189.0 0.097      86.3 2.85    24.00     0.127    1.757 
0.3L    :  20.55
    147.8    9.0   49.2    3.472   0.0   0.75e-3 33.7     92.3     0.259    0.573      0.00
   2602.1    3.4   47.6    189.0 0.077      71.9 2.38    24.00     0.127    1.682 
0.4L    :  27.40
    109.6    9.0   49.2    3.472   0.0   0.92e-3 35.6     52.9     0.159    0.253      0.00
   2891.7    3.4   47.6    189.0 0.057      68.9 2.28    24.00     0.127    1.255 
0.5L    :  34.25
     72.2    9.0   49.2    3.472   0.0   0.74e-3 33.5      7.8     0.127    0.457      0.00
   2892.9    3.4   47.6    189.0 0.037      72.4 2.39    24.00     0.127    2.949 
0.6L    :  41.10
    109.6    9.0   49.2    3.472   0.0   0.92e-3 35.6     52.9     0.159    0.253      0.00
   2891.7    3.4   47.6    189.0 0.057      68.9 2.28    24.00     0.127    1.255 
0.7L    :  47.95
    147.8    9.0   49.2    3.472   0.0   0.75e-3 33.7     92.3     0.259    0.573      0.00
   2602.0    3.4   47.6    189.0 0.077      71.9 2.38    24.00     0.127    1.682 
0.8L    :  54.80
    186.8    9.0   49.2    3.472   0.0   0.19e-3 26.1    121.3     0.249    0.573      0.00
   2013.7    3.4   47.6    189.0 0.097      86.3 2.85    24.00     0.127    1.757 
0.9L    :  61.65
    226.6    9.0   49.2    2.771   0.0  -0.00e-3 23.3    161.6     0.290    0.720      0.00
   1131.7    2.7   47.9    189.0 0.117      90.3 2.96    24.00     0.127    1.952 
Critical:  63.89
    241.1    9.0   49.2    2.454   0.0   0.13e-3 26.0    184.0     0.373    0.800      0.00
    736.0    2.4   48.1    189.0 0.124      83.8 2.74    24.00     0.127    1.787 
Transfer:  65.50
    250.5    9.0   49.2    2.246   0.0   0.60e-3 32.6    206.3     0.549    1.067      0.00
    481.6    2.2   48.2    189.0 0.128      72.0 2.35    12.00     0.127    1.699 
Bearing :  68.00
    265.9    9.0   49.2    0.374   0.0   1.00e-3 37.1    229.6     0.708    0.533      2.92
      0.0    0.4   49.1     31.5 0.134      65.9 2.11    12.00     0.127    0.808*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are EXCLUDED from Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    206.2      4.67     49.25    0.37       49.06    24.00      0.120      1.257      0.262      0.533 
Transfer:      2.50
    195.2      4.50     49.25    2.19       48.15    24.00      0.120      1.201      0.229      0.533 
Critical:      4.11
    188.0      4.35     49.25    2.39       48.05    24.00      0.120      1.149      0.198      0.400 
0.1L    :      6.35
    178.1      4.13     49.25    2.70       47.90    24.00      0.120      1.077      0.154      0.320 
0.2L    :     13.20
    150.4      3.51     49.25    3.36       47.57    24.00      0.120      0.871      0.031      0.320 
0.3L    :     20.05
    123.5      2.88     49.25    3.36       47.57    24.00      0.120      0.661      0.000      0.320 
0.4L    :     26.90
     97.3      2.27     49.25    3.36       47.57    24.00      0.120      0.458      0.000      0.253 
0.5L    :     33.75
     72.0      1.68     49.25    3.36       47.57    24.00      0.120      0.261      0.000      0.457 
0.6L    :     40.60
     97.3      2.27     49.25    3.36       47.57    24.00      0.120      0.458      0.000      0.253 
0.7L    :     47.45
    123.5      2.88     49.25    3.36       47.57    24.00      0.120      0.661      0.000      0.320 
0.8L    :     54.30
    150.4      3.51     49.25    3.36       47.57    24.00      0.120      0.871      0.031      0.320 
0.9L    :     61.15
    178.1      4.13     49.25    2.70       47.90    24.00      0.120      1.077      0.154      0.320 
Critical:     63.39
    188.0      4.35     49.25    2.39       48.05    24.00      0.120      1.149      0.198      0.400 
Transfer:     65.00
    195.2      4.50     49.25    2.19       48.15    24.00      0.120      1.201      0.229      0.533 
Bearing :     67.50
    206.2      4.67     49.25    0.37       49.06    24.00      0.120      1.257      0.262      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.35 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.199  2.30     -0.457
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.20 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.391  2.30     -0.900
DL-Prec. (DC)  :                       -0.047  3.00     -0.141
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.138
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.05 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.542  2.30     -1.247
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.064  3.00     -0.192
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 26.90 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.638  2.30     -1.468
DL-Prec. (DC)  :                       -0.077  3.00     -0.230
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.075  3.00     -0.226
DL-Comp. (DW)  :                       -0.034  3.00     -0.103
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 33.75 ft
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.671  2.30     -1.544
DL-Prec. (DC)  :                       -0.081  3.00     -0.242
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.237
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 40.60 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.638  2.30     -1.468
DL-Prec. (DC)  :                       -0.077  3.00     -0.230
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.075  3.00     -0.226
DL-Comp. (DW)  :                       -0.034  3.00     -0.103
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 47.45 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.542  2.30     -1.247
DL-Prec. (DC)  :                       -0.065  3.00     -0.195
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.064  3.00     -0.192
DL-Comp. (DW)  :                       -0.029  3.00     -0.087
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 54.30 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.391  2.30     -0.900
DL-Prec. (DC)  :                       -0.047  3.00     -0.141
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.046  3.00     -0.138
DL-Comp. (DW)  :                       -0.021  3.00     -0.063
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 61.15 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.199  2.30     -0.457
DL-Prec. (DC)  :                       -0.024  3.00     -0.072
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.023  3.00     -0.070
DL-Comp. (DW)  :                       -0.011  3.00     -0.032
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 4,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   475.9    45.0  2.527  265.7    2.6   2.19   2454.6  0.057T 1.00       -       -     -     -  
H/2     :   2.22
   424.4    45.0  2.290  266.1    2.3   1.99   2233.0  0.063T 1.00       -       -     -     -  
0.1L    :   6.35
  1132.0    45.0  3.117  264.7    3.2   2.70   2999.4  0.045T 1.00       -       -     -     -  
0.2L    :  13.20
  2068.9    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    365.3   365.3   10.16    -  
0.3L    :  20.05
  2710.3    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    222.1   222.1   16.71    -  
0.4L    :  26.90
  3088.7    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    135.8   135.8   27.32    -  
0.5L    :  33.75
  3189.5    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    106.6   106.6   34.82    -  
0.6L    :  40.60
  3088.6    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    135.9   135.9   27.31    -  
0.7L    :  47.45
  2710.2    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    222.1   222.1   16.71    -  
0.8L    :  54.30
  2068.9    45.0  3.906  263.4    4.0   3.36   3711.0  0.036T 1.00    365.3   365.3   10.16    -  
0.9L    :  61.15
  1132.0    45.0  3.117  264.7    3.2   2.70   2999.4  0.045T 1.00       -       -     -     -  
H/2     :  65.28
   424.4    45.0  2.290  266.1    2.3   1.99   2233.0  0.063T 1.00       -       -     -     -  
Transfer:  65.00
   475.9    45.0  2.527  265.7    2.6   2.19   2454.6  0.057T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.028
        M   2.00 Fb     0.281
 
  2   2 E  42.50 Ft     0.525
        M  42.50 Fb     0.106
 
  3   2 E   6.00 Ft     0.423
        M   6.00 Fb     0.446
 
  4   2 E   6.00 Ft     0.320
        M   6.00 Fb     0.786
 
  5   2 E   6.00 Ft     0.217
        M   6.00 Fb     1.126
 
  6   2 E   4.00 Ft     0.078
        M   4.00 Fb     1.495
 
  7   2 E   4.00 Ft    -0.060
        M   4.00 Fb     1.863
 
  8   2 E   2.00 Ft    -0.235
        M   2.00 Fb     2.260
 
  9   2 E   2.00 Ft    -0.410
        M   2.00 Fb     2.656
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 68.50            Release Length, ft: 68.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.42 %               Final losses: 13.59 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       2.656     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.410     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509       0.003   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3710.99     3189.49     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.125     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.632     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.143    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   0.995     Midspan
    Pre.Bot:                                                             2.000   0.943    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  33.75 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.671  2.30     -1.544
DL-Prec. (DC)  :                       -0.081  3.00     -0.242
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.079  3.00     -0.237
DL-Comp. (DW)  :                       -0.036  3.00     -0.108
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-C                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 16.000 in    Bot = 20.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  5.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  9.000 in                     Interior/Exterior  =   Exterior
            Bot =  9.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  9.000 in                     
Minimum Thickness Criteria, Article 5.12.3.2 checked: OK.
 
TOPPING DATA:
-------------
Effective Deck Thickness   =   7.750 in
Sacrificial Deck Thickness   =   0.750 in
Haunch:
       Thickness =   0.500 in
       Width     =  16.000 in
Effective width  =  82.008 in (Art. 4.6.2.6.1)
 
GENERAL LOAD DATA:
------------------
Dead loads on precast:
---------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
  DC/DW    Type     Mag.1     Loc.1    Mag.2     Loc.2
     DC  Line       0.044      0.00       0.044   67.50
     DC  Line       0.018      0.00       0.018   67.50
     DC  Line       0.064      0.00       0.064   67.50
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    33.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 68.500 ft
Release length = 68.500 ft
Design  length = 67.500 ft
 
Kern points:
------------
Upper    =   30.42 in
Lower    =   11.91 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.616   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.773   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.833   (Calculated) (#)
(#) Lever rule (C4.6.2.2.1)
The LL distribution computation is using the effective slab depth (ts = 7.75in).
Include sacrificial deck thick in ts:  NO
Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d):  NO
The moment reduction factor for skew is not applied.
 
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)
 
Pedestrian : 0.200   (Calculated)
 
Comp.  DC  : 0.200   (Calculated)
Comp.  DW  : 0.200   (Calculated)
 
RESISTANCE FACTORS (Art. 5.5.4.2):
----------------------------------
Flexure Reinforced:
   Compression controlled sections : 0.75
   Tension controlled sections     : 0.90
Flexure Prestressed:
   Compression controlled sections : 0.75
   Tension controlled sections     : 1.00
Shear                              : 0.90
 

Span: 1, Beam: 5
 
SECTION PROPERTIES:
-------------------
                             PRECAST          COMPOSITE
                             -------          ---------
Area                  =        564.5 in2           1205.0 in2#
Total Height          =        45.00 in             53.25 in  
Mom. of Inertia (Ixx) =       116354 in4           373625 in4#
Ht. of c.g.           =        20.23 in             35.69 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        588.0 plf           1258.4 plf   
Mom. of Inertia (Iyy) =      10478.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.9952

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.22     6.35    13.20    20.05    26.90    33.75
 
Precast: (At Release, using Ec =  4435.3 ksi )
  Area    , in2    568.0    585.7    583.7    585.7    585.7    585.7    585.7    585.7
  Yb      ,  in    20.16    19.80    19.84    19.80    19.80    19.80    19.80    19.80
  MI(Ixx) , in4   116855   119272   119007   119272   119272   119272   119272   119272
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1208.6   1227.0   1225.0   1227.0   1227.0   1227.0   1227.0   1227.0
  Yb      ,  in    35.61    35.20    35.25    35.20    35.20    35.20    35.20    35.20
  MI(Ixx) , in4   376380   389910   388408   389910   389910   389910   389910   389910

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
  Strength           =       4.50  ksi   
  Elasticity         =     4435.3 ksi   
  Max comp           =       2.93 ksi   
 Outer  15.00 %:
  Max tens           =      -0.51 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 Center  70.00 %:
  Max tens           =      -0.51 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:  18 strands, 0.6''-LL-270-72.6, Low relaxation strands
Straight Pattern
END PATTERN (Ycg = 8.28 in):
     6 @  2.000 in     4 @  4.000 in     6 @  6.000 in     2 @ 42.500 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    3.91 in2      Initial Pull          =      765.7 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.944 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.930 ft
Holddown Force        =   0.000 kips     Beam Shrtng (PL/AE)   =      0.243 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)       
-------------------------------------------------------------------------------------
      1233.000         740 912.420      9.946 40279.516   530.444       6.806        
 
 
REINFORCING STEEL: Tension steel: fy = 60.0 ksi Es =  29000 ksi
Stirrups:
    # legs     Size          fy         Area      Spacing       Start       End     Extends
                            (ksi)       (in2)       (in)         (ft)       (ft)    into Deck
   -------  ----------    --------    --------    --------     --------   --------- ----------
      2      US#4[M13]       60.00        0.40       9.00       0.1457      3.8960    Yes
      2      US#6[M19]       60.00        0.88       4.50       0.5200      1.2707     No
      2      US#4[M13]       60.00        0.40       9.00       0.5200      3.5200     No
      2      US#4[M13]       60.00        0.40      10.50       3.5200      4.3950     No
      2      US#4[M13]       60.00        0.40      12.00       3.8960      4.8960    Yes
      2      US#4[M13]       60.00        0.40      12.00       4.3950      7.3960     No
      2      US#4[M13]       60.00        0.40      13.38       7.3960      8.5200     No
      2      US#4[M13]       60.00        0.40      16.88       8.5200      9.9301     No
      2      US#4[M13]       60.00        0.40      19.00       9.9301     22.5830     No
      2      US#4[M13]       60.00        0.40      15.00       4.8960     22.3960    Yes
      2      US#4[M13]       60.00        0.40      18.00      22.3960     23.8960    Yes
      2      US#4[M13]       60.00        0.40      18.75      23.8960     25.4587    Yes
      2      US#4[M13]       60.00        0.40      19.00      25.4587     33.3753    Yes
      2      US#4[M13]       60.00        0.40      10.50      33.3753     35.1247    Yes
      2      US#4[M13]       60.00        0.40      19.00      35.1247     43.0413    Yes
      2      US#4[M13]       60.00        0.40      18.75      43.0413     44.6040    Yes
      2      US#4[M13]       60.00        0.40      18.00      44.6040     46.1040    Yes
      2      US#4[M13]       60.00        0.40      15.00      46.1040     63.6040    Yes
      2      US#4[M13]       60.00        0.40      19.00      45.9170     58.5699     No
      2      US#4[M13]       60.00        0.40      16.88      58.5699     59.9800     No
      2      US#4[M13]       60.00        0.40      13.38      59.9800     61.1040     No
      2      US#4[M13]       60.00        0.40      12.00      61.1040     64.1050     No
      2      US#4[M13]       60.00        0.40      12.00      63.6040     64.6040    Yes
      2      US#4[M13]       60.00        0.40      10.50      64.1050     64.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.9800     67.9800     No
      2      US#6[M19]       60.00        0.88       4.50      67.2293     67.9800     No
      2      US#4[M13]       60.00        0.40       9.00      64.6040     68.3543    Yes
 
Top Steel:
 
  #bars Size Dist. from Top  Area  Start    End   Side Cover 
                  (in)      (in2)   (ft)    (ft)     (in)    
-------------------------------------------------------------
      1    4           2.00 0.200  0.0000  5.0000       3.00 
      1    4           2.00 0.200 63.5000 68.5000       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 3.9060 in2       Ycg =  8.28 in
         P_init    =      765.7 kips  Ecc = 11.95 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4435 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    10.62 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 1.653 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -3.53 ksi    0.00 ksi
    due to Composite Loads                                 -1.33 ksi    0.00 ksi
    due to Live Loads                                      -4.54 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                        12.33 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 10.62 ksi  ( 5.42 %)            16.24 ksi ( 8.28 %)
Total Prestress Losses                                    26.86 ksi (13.70 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 169.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0    10.2     9.1    24.5    45.2    60.0    68.8    71.8
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.5    48.5   130.2   240.2   318.9   366.1   381.8
Haunch (Max)V      22.6    20.9    21.1    18.4    13.8     9.2     4.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   158.7   141.5   376.2   682.8   886.2  1004.5  1029.4
            V      86.8    68.5    70.6    40.5    28.9    17.3    37.1    25.5
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    86.8    82.3    82.8    75.4    64.3    53.6    43.3    33.4
            M      -0.0   161.8   144.5   376.1   652.3   826.3   895.3   865.1
Total     : M+      0.0   306.0   272.9   728.4  1333.1  1749.7  1996.2  2064.5
            V     148.0   125.2   127.8    90.2    66.2    42.2    49.7    25.7
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   148.0   139.0   140.0   125.1   101.6    78.6    55.9    33.5
            M      -0.0   309.2   275.9   728.2  1302.5  1689.7  1887.1  1900.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      68.8    60.0    45.2    24.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     366.1   318.9   240.2   130.2    48.5    54.5     0.0
Haunch (Max)V       4.6     9.2    13.8    18.4    21.1    20.9    22.6
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+   1004.5   886.2   682.8   376.2   141.5   158.7     0.0
            V      37.1    17.3    28.9    40.5    70.6    68.5    86.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    43.3    53.6    64.3    75.4    82.8    82.3    86.8
            M     895.3   826.3   652.3   376.1   144.5   161.8     0.0
Total     : M+   1996.2  1749.7  1333.1   728.4   272.8   306.0     0.0
            V      49.7    42.2    66.2    90.2   127.8   125.2   148.0
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    55.9    78.6   101.6   125.1   140.0   139.0   148.0
            M    1887.0  1689.7  1302.5   728.2   275.9   309.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               19.8             19.8
Deck+Haunch            22.6             22.6
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.3              4.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           49.3             49.3
DL-Comp.(DW)           22.4             22.4
Live                   83.6             83.6
        Truck          62.0             62.0
        Lane           21.6             21.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     0.0
DL-Prec.  : M       0.0    10.2     9.1    24.5    45.2    60.0    68.8    71.8
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.5    48.5   130.2   240.2   318.9   366.1   381.8
Haunch (Max)V      22.6    20.9    21.1    18.4    13.8     9.2     4.6     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   126.9   113.2   301.0   546.3   709.0   803.6   823.5
            V      69.4    54.8    56.5    32.4    23.1    13.8    29.7    20.4
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    69.4    65.8    66.2    60.3    51.5    42.9    34.7    26.7
            M      -0.0   129.5   115.6   300.8   521.8   661.0   716.2   692.0
Total     : M+      0.0   274.3   244.5   653.1  1196.5  1572.5  1795.3  1858.7
            V     130.6   111.5   113.7    82.1    60.4    38.7    42.3    20.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   130.6   122.5   123.4   110.0    88.8    67.8    47.2    26.8
            M      -0.0   276.8   247.0   653.0  1172.1  1524.5  1708.0  1727.2
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
DL-Prec.  : M      68.8    60.0    45.2    24.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     366.1   318.9   240.2   130.2    48.5    54.5     0.0
Haunch (Max)V       4.6     9.2    13.8    18.4    21.1    20.9    22.6
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
DL-Comp   : M      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
LL + I    : M+    803.6   709.0   546.3   301.0   113.2   126.9     0.0
            V      29.7    13.8    23.1    32.4    56.5    54.8    69.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    34.7    42.9    51.5    60.3    66.2    65.8    69.4
            M     716.2   661.0   521.8   300.8   115.6   129.5     0.0
Total     : M+   1795.3  1572.4  1196.5   653.1   244.5   274.3     0.0
            V      42.2    38.7    60.4    82.1   113.7   111.5   130.6
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    47.2    67.8    88.8   110.0   123.4   122.5   130.6
            M    1708.0  1524.4  1172.0   653.0   247.0   276.8     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    59.7    53.2   142.7   263.4   349.6   401.4   418.6
(Max)       V      24.8    23.0    23.2    20.1    15.1    10.1     5.0     0.0
Self wt.  : M       0.0    43.0    38.3   102.7   189.7   251.7   289.0   301.4
(Min)       V      17.9    16.5    16.7    14.5    10.9     7.3     3.6     0.0
DL-Prec.  : M       0.0    12.8    11.4    30.6    56.5    75.0    86.1    89.8
DC(Max)     V       5.3     4.9     5.0     4.3     3.2     2.2     1.1     0.0
DL-Prec.  : M       0.0     9.2     8.2    22.0    40.7    54.0    62.0    64.6
DC(Min)     V       3.8     3.5     3.6     3.1     2.3     1.6     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
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    68.1    60.7   162.7   300.3   398.6   457.6   477.3
Haunch (Max)V      28.3    26.2    26.4    23.0    17.2    11.5     5.7     0.0
Deck +    : M       0.0    49.0    43.7   117.1   216.2   287.0   329.5   343.6
Haunch (Min)V      20.4    18.9    19.0    16.5    12.4     8.3     4.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.1     2.4     3.6     4.8     6.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       0.0     0.3     0.3     0.8     1.7     2.6     3.5     4.3
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    29.7    26.4    70.9   130.8   173.6   199.3   207.9
DC(Max)     V      12.3    11.4    11.5    10.0     7.5     5.0     2.5     0.0
DL-Comp   : M       0.0    21.4    19.0    51.0    94.2   125.0   143.5   149.7
DC(Min)     V       8.9     8.2     8.3     7.2     5.4     3.6     1.8     0.0
DL-Comp   : M       0.0    16.2    14.4    38.6    71.3    94.7   108.7   113.3
DW(Max)     V       6.7     6.2     6.3     5.5     4.1     2.7     1.4     0.0
DL-Comp   : M       0.0     7.0     6.2    16.7    30.9    41.0    47.1    49.1
DW(Min)     V       2.9     2.7     2.7     2.4     1.8     1.2     0.6     0.0
LL + I    : M+      0.0   277.7   247.6   658.4  1195.0  1550.9  1757.8  1801.5
            V     151.8   120.0   123.5    70.9    50.5    30.2    65.0    44.6
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   151.8   144.0   144.9   131.9   112.6    93.9    75.8    58.4
            M      -0.0   283.2   252.9   658.1  1141.5  1446.0  1566.8  1513.9
Total     : M+      0.0   464.6   414.2  1105.0  2019.7  2646.0  3015.6  3114.3
            V     229.4   191.8   196.1   134.0    97.9    61.8    80.9    44.8
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   229.4   215.9   217.4   195.0   159.9   125.5    91.7    58.6
            M      -0.0   470.1   419.5  1104.7  1966.2  2541.1  2824.6  2826.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     401.4   349.6   263.4   142.7    53.2    59.7     0.0
(Max)       V       5.0    10.1    15.1    20.1    23.2    23.0    24.8
Self wt.  : M     289.0   251.7   189.7   102.7    38.3    43.0     0.0
(Min)       V       3.6     7.3    10.9    14.5    16.7    16.5    17.9
DL-Prec.  : M      86.1    75.0    56.5    30.6    11.4    12.8     0.0
DC(Max)     V       1.1     2.2     3.2     4.3     5.0     4.9     5.3
DL-Prec.  : M      62.0    54.0    40.7    22.0     8.2     9.2     0.0
DC(Min)     V       0.8     1.6     2.3     3.1     3.6     3.5     3.8
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
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     457.6   398.6   300.3   162.7    60.7    68.1     0.0
Haunch (Max)V       5.7    11.5    17.2    23.0    26.4    26.2    28.3
Deck +    : M     329.5   287.0   216.2   117.1    43.7    49.0     0.0
Haunch (Min)V       4.1     8.3    12.4    16.5    19.0    18.9    20.4
Diaphragm : M       4.8     3.5     2.3     1.1     0.4     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       3.4     2.6     1.7     0.8     0.3     0.3     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     199.3   173.6   130.8    70.9    26.4    29.7     0.0
DC(Max)     V       2.5     5.0     7.5    10.0    11.5    11.4    12.3
DL-Comp   : M     143.5   125.0    94.2    51.0    19.0    21.4     0.0
DC(Min)     V       1.8     3.6     5.4     7.2     8.3     8.2     8.9
DL-Comp   : M     108.7    94.7    71.3    38.6    14.4    16.2     0.0
DW(Max)     V       1.4     2.7     4.1     5.5     6.3     6.2     6.7
DL-Comp   : M      47.1    41.0    30.9    16.7     6.2     7.0     0.0
DW(Min)     V       0.6     1.2     1.8     2.4     2.7     2.7     2.9
LL + I    : M+   1757.8  1550.9  1195.0   658.4   247.6   277.7     0.0
            V      65.0    30.2    50.5    70.9   123.5   120.0   151.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    75.8    93.9   112.6   131.9   144.9   144.0   151.8
            M    1566.8  1446.0  1141.5   658.1   252.9   283.2     0.0
Total     : M+   3015.6  2646.0  2019.6  1105.0   414.2   464.6     0.0
            V      80.9    61.8    97.9   134.0   196.1   191.8   229.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    91.7   125.5   159.9   195.0   217.4   215.9   229.4
            M    2824.5  2541.0  1966.1  1104.7   419.5   470.1     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               24.8             24.8
Deck+Haunch            28.3             28.3
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           61.6             61.6
DL-Comp.(DW)           33.6             33.6
Live                  146.4            146.4
        Truck         108.6            108.6
        Lane           37.8             37.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
Self wt.  : M       0.0    47.8    42.6   114.2   210.7   279.7   321.1   334.9
(Max)       V      19.8    18.4    18.5    16.1    12.1     8.1     4.0     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    10.2     9.1    24.5    45.2    60.0    68.8    71.8
DC(Max)     V       4.3     3.9     4.0     3.5     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    54.5    48.5   130.2   240.2   318.9   366.1   381.8
Haunch (Max)V      22.6    20.9    21.1    18.4    13.8     9.2     4.6     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.3     0.9     1.9     2.9     3.9     4.8
(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    23.7    21.1    56.7   104.6   138.9   159.5   166.3
DC(Max)     V       9.9     9.1     9.2     8.0     6.0     4.0     2.0     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    10.8     9.6    25.8    47.5    63.1    72.4    75.6
DW(Max)     V       4.5     4.1     4.2     3.6     2.7     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
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   159.1   142.1   371.1   649.0   835.1   918.5   874.8
            V      88.1    83.4    83.9    76.1    64.0    50.0    38.0    27.8
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    88.1    83.4    83.9    76.1    64.0    51.9    40.5    30.8
            M       0.0   159.1   142.1   371.1   649.0   799.8   837.9   797.5
Total     : M+      0.0   306.5   273.4   723.3  1299.2  1698.6  1910.3  1909.9
            V     149.3   140.1   141.1   125.8   101.3    75.0    50.5    27.9
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   149.3   140.1   141.1   125.8   101.3    76.8    53.1    30.9
            M       0.0   306.5   273.4   723.3  1299.2  1663.3  1829.7  1832.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    40.60   47.45   54.30   61.15   65.28   65.00   67.50
Self wt.  : M     321.1   279.7   210.7   114.2    42.6    47.8     0.0
(Max)       V       4.0     8.1    12.1    16.1    18.5    18.4    19.8
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      68.8    60.0    45.2    24.5     9.1    10.2     0.0
DC(Max)     V       0.9     1.7     2.6     3.5     4.0     3.9     4.3
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     366.1   318.9   240.2   130.2    48.5    54.5     0.0
Haunch (Max)V       4.6     9.2    13.8    18.4    21.1    20.9    22.6
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.8     2.8     1.9     0.9     0.3     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     159.5   138.9   104.6    56.7    21.1    23.7     0.0
DC(Max)     V       2.0     4.0     6.0     8.0     9.2     9.1     9.9
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      72.4    63.1    47.5    25.8     9.6    10.8     0.0
DW(Max)     V       0.9     1.8     2.7     3.6     4.2     4.1     4.5
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+    918.5   835.1   649.0   371.1   142.1   159.1     0.0
            V      38.0    50.0    64.0    76.1    83.9    83.4    88.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    40.5    51.9    64.0    76.1    83.9    83.4    88.1
            M     837.9   799.8   649.0   371.1   142.1   159.1     0.0
Total     : M+   1910.2  1698.5  1299.2   723.3   273.4   306.5     0.0
            V      50.5    75.0   101.3   125.8   141.1   140.1   149.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    53.1    76.8   101.3   125.8   141.1   140.1   149.3
            M    1829.6  1663.2  1299.2   723.3   273.4   306.5     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 

 
RELEASE LIFTING LOOPS STRESSES, (ksi)
 
             Left/Right  Midspan
              Lifting
Location, ft     2.00    34.25
 
Beam-Self
Precast-top    -0.003    0.774 
Bottom          0.002   -0.616 
 
Prestress
Precast-top    -0.379   -0.556 
Bottom          1.885    2.771 
 
Total
Precast-top    -0.381    0.218 
Bottom          1.887    2.155 

 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.017   0.046   0.084   0.112   0.128   0.134 
Precast-top   -0.085  -0.187  -0.176   0.225   0.825   1.254   1.513   1.601 
Bottom         0.423   2.147   1.961   1.782   1.252   0.872   0.644   0.567 
 

 
Span : 1, Beam : 5, SERVICE III
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    6.85   13.70   20.55   27.40   34.25
 
Beam-Self
Precast-top    0.146   0.315   0.560   0.735   0.840   0.875 
Bottom        -0.115  -0.247  -0.440  -0.577  -0.659  -0.687 
 
Prestress
Precast-top   -0.556  -0.556  -0.556  -0.556  -0.556  -0.556 
Bottom         2.771   2.771   2.771   2.771   2.771   2.771 
 
Total
Precast-top   -0.410  -0.242   0.003   0.178   0.283   0.318 
Bottom         2.656   2.524   2.332   2.194   2.112   2.084 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.200   0.000   0.000   0.000   0.000   0.000 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.08 %)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.22    6.35   13.20   20.05   26.90   33.75
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.098   0.087   0.228   0.401   0.518   0.572   0.550 
Precast-top   -0.042  -0.046  -0.045   0.224   0.608   0.879   1.034   1.064 
Bottom         0.211   0.901   0.826   0.489  -0.077  -0.469  -0.673  -0.664 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 5,  STRENGTH I
Using General Beta Theta Tables 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
    229.4    9.0   49.2    0.375   0.0   1.00e-3 36.9    187.9     0.575    0.533      2.04
      0.0    0.4   49.0     31.5 0.116      67.0 2.15    24.00     0.127    0.947*
Transfer:   3.00
    215.9    9.0   49.2    2.252   0.0   0.05e-3 23.9    149.7     0.276    1.067      0.00
    470.1    2.4   48.0    189.0 0.111      90.2 2.95    24.00     0.127    2.253 
Critical:   5.29
    207.7    9.0   49.2    2.458   0.0  -0.01e-3 22.6    136.8     0.238    0.720      0.00
    717.1    2.6   47.9    189.0 0.107      94.0 3.08    24.00     0.127    2.201 
0.1L    :   6.85
    195.0    9.0   49.2    2.777   0.0  -0.01e-3 22.3    120.9     0.208    0.720      0.00
   1104.7    3.0   47.8    189.0 0.101      95.8 3.15    24.00     0.127    2.375 
0.2L    :  13.70
    159.9    9.0   49.2    3.472   0.0   0.01e-3 22.2     71.3     0.127    0.573      0.00
   1966.2    3.7   47.4    189.0 0.083     106.3 3.53    24.00     0.127    2.474 
0.3L    :  20.55
    125.5    9.0   49.2    3.472   0.0   0.57e-3 31.4     63.0     0.162    0.573      0.00
   2541.1    3.7   47.4    189.0 0.065      76.4 2.53    24.00     0.127    2.145 
0.4L    :  27.40
     91.7    9.0   49.2    3.472   0.0   0.76e-3 33.8     30.3     0.127    0.253      0.00
   2824.6    3.7   47.4    189.0 0.048      71.6 2.37    24.00     0.127    1.580 
0.5L    :  34.25
     58.6    9.0   49.2    3.472   0.0   0.60e-3 31.7      0.0     0.127    0.457      0.00
   2826.7    3.7   47.4    189.0 0.030      75.7 2.51    24.00     0.127    3.858 
0.6L    :  41.10
     91.7    9.0   49.2    3.472   0.0   0.76e-3 33.8     30.3     0.127    0.253      0.00
   2824.5    3.7   47.4    189.0 0.048      71.6 2.37    24.00     0.127    1.580 
0.7L    :  47.95
    125.5    9.0   49.2    3.472   0.0   0.57e-3 31.4     63.0     0.162    0.573      0.00
   2541.0    3.7   47.4    189.0 0.065      76.4 2.53    24.00     0.127    2.145 
0.8L    :  54.80
    159.9    9.0   49.2    3.472   0.0   0.01e-3 22.2     71.3     0.127    0.573      0.00
   1966.1    3.7   47.4    189.0 0.083     106.3 3.53    24.00     0.127    2.474 
0.9L    :  61.65
    195.0    9.0   49.2    2.777   0.0  -0.01e-3 22.3    120.9     0.208    0.720      0.00
   1104.7    3.0   47.8    189.0 0.101      95.8 3.15    24.00     0.127    2.375 
Critical:  63.21
    207.7    9.0   49.2    2.458   0.0  -0.01e-3 22.6    136.7     0.238    0.720      0.00
    717.1    2.6   47.9    189.0 0.107      94.0 3.08    24.00     0.127    2.201 
Transfer:  65.50
    215.9    9.0   49.2    2.252   0.0   0.05e-3 23.9    149.7     0.276    1.067      0.00
    470.1    2.4   48.0    189.0 0.111      90.2 2.95    24.00     0.127    2.254 
Bearing :  68.00
    229.4    9.0   49.2    0.375   0.0   1.00e-3 36.9    187.9     0.575    0.533      2.04
      0.0    0.4   49.0     31.5 0.116      67.0 2.15    24.00     0.127    0.947*
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips =  765.65
fs,         ksi =   20.00
h/4,         in =   11.25
Abrst_rqrd, in2 =    1.53
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are EXCLUDED from Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 12.00(in).
Location (ft)
     Vu      Vnh-req      de       a         dv      s_max    Avh-min     Avh-sm     Avh-rg    Avh-prvd
   (kips)   (kips/in)    (in)     (in)      (in)     (in)     (in2/ft)   (in2/ft)   (in2/ft)   (in2/ft)
*******************************************************************************************************
Bearing :      0.00
    170.8      3.87     49.25    0.41       49.05    24.00      0.120      0.990      0.102      0.533 
Transfer:      2.50
    161.6      3.74     49.25    2.41       48.05    24.00      0.120      0.946      0.076      0.533 
Critical:      4.79
    153.1      3.55     49.25    2.63       47.94    24.00      0.120      0.883      0.038      0.320 
0.1L    :      6.35
    147.4      3.43     49.25    2.96       47.77    24.00      0.120      0.843      0.014      0.320 
0.2L    :     13.20
    124.1      2.91     49.25    3.68       47.41    24.00      0.120      0.670      0.000      0.320 
0.3L    :     20.05
    101.6      2.38     49.25    3.68       47.41    24.00      0.120      0.494      0.000      0.320 
0.4L    :     26.90
     79.7      1.87     49.25    3.68       47.41    24.00      0.120      0.322      0.000      0.253 
0.5L    :     33.75
     58.4      1.37     49.25    3.68       47.41    24.00      0.120      0.156      0.000      0.457 
0.6L    :     40.60
     79.7      1.87     49.25    3.68       47.41    24.00      0.120      0.322      0.000      0.253 
0.7L    :     47.45
    101.6      2.38     49.25    3.68       47.41    24.00      0.120      0.494      0.000      0.320 
0.8L    :     54.30
    124.1      2.91     49.25    3.68       47.41    24.00      0.120      0.670      0.000      0.320 
0.9L    :     61.15
    147.4      3.43     49.25    2.96       47.77    24.00      0.120      0.843      0.014      0.320 
Critical:     62.71
    153.1      3.55     49.25    2.63       47.94    24.00      0.120      0.883      0.038      0.320 
Transfer:     65.00
    161.6      3.74     49.25    2.41       48.05    24.00      0.120      0.946      0.076      0.533 
Bearing :     67.50
    170.8      3.87     49.25    0.41       49.05    24.00      0.120      0.990      0.102      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 6.35 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.181  2.30     -0.417
DL-Prec. (DC)  :                       -0.034  3.00     -0.102
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.072
DL-Comp. (DW)  :                       -0.011  3.00     -0.033
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 13.20 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.357  2.30     -0.821
DL-Prec. (DC)  :                       -0.067  3.00     -0.201
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.143
DL-Comp. (DW)  :                       -0.022  3.00     -0.065
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 20.05 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.495  2.30     -1.138
DL-Prec. (DC)  :                       -0.093  3.00     -0.279
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.066  3.00     -0.198
DL-Comp. (DW)  :                       -0.030  3.00     -0.090
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 26.90 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.582  2.30     -1.339
DL-Prec. (DC)  :                       -0.110  3.00     -0.329
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.078  3.00     -0.233
DL-Comp. (DW)  :                       -0.035  3.00     -0.106
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 33.75 ft
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.612  2.30     -1.409
DL-Prec. (DC)  :                       -0.115  3.00     -0.346
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.082  3.00     -0.245
DL-Comp. (DW)  :                       -0.037  3.00     -0.111
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 40.60 ft
Prestress      :       1.348  1.80      2.427  2.20      2.966
Self Wt.       :      -0.524  1.85     -0.970  2.40     -1.259
Deck + Haunch  :                       -0.582  2.30     -1.339
DL-Prec. (DC)  :                       -0.110  3.00     -0.329
Diaphragm      :                       -0.006  3.00     -0.017
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.078  3.00     -0.233
DL-Comp. (DW)  :                       -0.035  3.00     -0.106
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 47.45 ft
Prestress      :       1.179  1.80      2.123  2.20      2.594
Self Wt.       :      -0.448  1.85     -0.828  2.40     -1.075
Deck + Haunch  :                       -0.495  2.30     -1.138
DL-Prec. (DC)  :                       -0.093  3.00     -0.279
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.066  3.00     -0.198
DL-Comp. (DW)  :                       -0.030  3.00     -0.090
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 54.30 ft
Prestress      :       0.898  1.80      1.616  2.20      1.975
Self Wt.       :      -0.327  1.85     -0.605  2.40     -0.785
Deck + Haunch  :                       -0.357  2.30     -0.821
DL-Prec. (DC)  :                       -0.067  3.00     -0.201
Diaphragm      :                       -0.003  3.00     -0.010
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.048  3.00     -0.143
DL-Comp. (DW)  :                       -0.022  3.00     -0.065
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 61.15 ft
Prestress      :       0.503  1.80      0.906  2.20      1.107
Self Wt.       :      -0.173  1.85     -0.320  2.40     -0.415
Deck + Haunch  :                       -0.181  2.30     -0.417
DL-Prec. (DC)  :                       -0.034  3.00     -0.102
Diaphragm      :                       -0.002  3.00     -0.005
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.024  3.00     -0.072
DL-Comp. (DW)  :                       -0.011  3.00     -0.033
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 5,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   464.6    45.0  2.533  265.2    2.8   2.41   2450.5  0.051T 1.00       -       -     -     -  
H/2     :   2.22
   414.2    45.0  2.296  265.7    2.6   2.19   2230.1  0.057T 1.00       -       -     -     -  
0.1L    :   6.35
  1105.0    45.0  3.124  264.1    3.5   2.96   2990.9  0.041T 1.00       -       -     -     -  
0.2L    :  13.20
  2019.7    45.0  3.906  262.7    4.3   3.68   3688.5  0.033T 1.00    374.9   374.9    9.84    -  
0.3L    :  20.05
  2646.0    45.0  3.906  262.7    4.3   3.68   3688.5  0.033T 1.00    237.9   237.9   15.50    -  
0.4L    :  26.90
  3015.6    45.0  3.906  262.7    4.3   3.68   3688.5  0.033T 1.00    155.4   155.4   23.74    -  
0.5L    :  33.75
  3114.3    45.0  3.906  262.7    4.3   3.68   3688.5  0.033T 1.00    127.4   127.4   28.96    -  
0.6L    :  40.60
  3015.6    45.0  3.906  262.7    4.3   3.68   3688.5  0.033T 1.00    155.4   155.4   23.73    -  
0.7L    :  47.45
  2646.0    45.0  3.906  262.7    4.3   3.68   3688.5  0.033T 1.00    237.9   237.9   15.50    -  
0.8L    :  54.30
  2019.6    45.0  3.906  262.7    4.3   3.68   3688.5  0.033T 1.00    374.9   374.9    9.84    -  
0.9L    :  61.15
  1105.0    45.0  3.124  264.1    3.5   2.96   2990.9  0.041T 1.00       -       -     -     -  
H/2     :  65.28
   414.2    45.0  2.296  265.7    2.6   2.19   2230.1  0.057T 1.00       -       -     -     -  
Transfer:  65.00
   464.6    45.0  2.533  265.2    2.8   2.41   2450.5  0.051T 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 1-9; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft    -0.028
        M   2.00 Fb     0.281
 
  2   2 E  42.50 Ft     0.525
        M  42.50 Fb     0.106
 
  3   2 E   6.00 Ft     0.423
        M   6.00 Fb     0.446
 
  4   2 E   6.00 Ft     0.320
        M   6.00 Fb     0.786
 
  5   2 E   6.00 Ft     0.217
        M   6.00 Fb     1.126
 
  6   2 E   4.00 Ft     0.078
        M   4.00 Fb     1.495
 
  7   2 E   4.00 Ft    -0.060
        M   4.00 Fb     1.863
 
  8   2 E   2.00 Ft    -0.235
        M   2.00 Fb     2.260
 
  9   2 E   2.00 Ft    -0.410
        M   2.00 Fb     2.656
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-C       
Precast Length, ft: 68.50            Release Length, ft: 68.50
Strand Pattern: Straight              
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  18
No. of strands, Draped:   0           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  5.42 %               Final losses: 13.70 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)
      Precast Bot (compression)             2.925       2.656     Trans       OK
   Outer  15.00 %:
      Precast Top w/ no reinf. (tension)   -0.509      -0.410     Trans  
      Precast Top w/ reinf. (tension)      -0.509           
   Center  70.00 %:
      Precast Top w/ no reinf. (tension)   -0.509       0.003   0.2L/0.8L
      Precast Top w/ reinf. (tension)      -0.509           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  3688.47     3114.27     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.134     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.601     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   2.147    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.425  -0.000     Bearing
    Pre.Bot:  -0.425  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.064     Midspan
    Pre.Bot:                                                             2.000   0.901    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  33.75 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       1.405  1.80      2.528  2.20      3.090
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.612  2.30     -1.409
DL-Prec. (DC)  :                       -0.115  3.00     -0.346
Diaphragm      :                       -0.006  3.00     -0.019
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.082  3.00     -0.245
DL-Comp. (DW)  :                       -0.037  3.00     -0.111
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

LIVE LOADS USED: 

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

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

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

 
RATING LOADS - NONE

