 
PROJECT DATA
------------
Project            : 
Designer           : 
Date               : May/24/2023
Checked By         : 
Date Checked       :  
User job number    : 
State              :                               State Job #: 
State Specification: None                         
Comments           : D Standard Beam Run (LEAP Concrete Version 21:00:00:24):
                     (1)The Bridge span is 95 feet, girder spacing is 7.5 feet, and deck overhang width is 3 feet 
                     and 1 inch.
                     (2)The structural depth of the deck and sacrificial wearing surface are assumed to 7.75 and 
                     0.75 inches, respectively. The thickness of the overhang tapers from 11 inches at the beam 
                     flange to 10 inches at edge of deck.
                     (3)The structural haunch thickness is 0.5 inches and the haunch thickness for calculating its 
                     dead load is 1.0 inches.
                     (4)The dead load due to the rail is based on the new TL-5 single slope rail (i.e., 0.59 kip 
                     per foot) and the rail load on each girder is conservatively assumed to be equal to that 
                     evenly distributed to a four-girder bridge. The width of the base of the single slope rail is 
                     17 inches, and a 2-inch deck ledge is kept on the backside of the rail. 
                     (5)One steel diaphragm of 0.285 kips is at the center of span. 
                     (6)Live load moment and shear distribution factor is determined based on 0- and 60-degree 
                     skews, respectively.  
                     (7)Total initial prestress is based on 72.6% f's (f's = 270 ksi) and 0.6-inch diameter strands 
                     with As = 0.217 square inches.
                     (8)There is a hold-down point is at 0.40L of the beam length.
                     (9)The beam lifting and supporting points are 1.375' and 11', respectively.
                     (10)The girder concrete strengths at release and at final are 4.5 and 5 ksi, repectively. 
Design Mode        : AASHTO LRFD - 8th Edition
Units:             : US
Design as:         : Simple span
Flared Girder:     : No
File Name          : c:\users\9925\appdata\local\temp\1\leap_bak\lb_abe0.tmp\D95-0_40\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  =       20.000
Bridge c/s,MI(Ixx), in4 =   2826833.00
 
SPAN DATA
---------
Precast length    , ft =     96.000
Bearing-to-bearing, ft =     95.000
Release span      , ft =     96.000
 
BEAM DATA
---------
 No               ID    Loc-prev    Area     MI(Ixx) Height   Yb   B-topg  B-Trib
                             ft      in2       in4     in     in     in      ft
 1             IA-Std-D    3.083    638.7   214974.0  54.00  24.37  20.00   6.833
 2             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 3             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 4             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   7.500
 5             IA-Std-D    7.500    638.7   214974.0  54.00  24.37  20.00   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        3586.620
K1            =      1.000           1.000
f'ci,ksi      =      4.500 
Eci ,ksi      =   4066.840
K1            =      1.000
Thermal coeff.,1/F  = 0.00000600
 
STRAND AND REBAR PROPERTIES
----------------------------
PRESTRESSED STEEL:
0.6''-LL-270-72.6, Low relaxation strands 
     Depressed at 0.40L
     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        0.056    0.00       0.056   95.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010   95.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064   95.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010   95.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070   95.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010   95.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070   95.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010   95.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070   95.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056   95.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010   95.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064   95.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   47.500
   1    2        0.285   47.500
   1    3        0.285   47.500
   1    4        0.285   47.500
   1    5        0.143   47.500
 
LOADS ON COMPOSITE
------------------
UNITS: (Point:  kips, Location: ft, Line:   klf, Trapez:   klf)
       (Area:   ksf, Width: ft)
Span DC/DW Type        Mag.1 Loc.1/Width   Mag.2   Loc.2     Description
   1    DC Line        0.740    0.00       0.740   95.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740   95.00   Right Barrier Weight
   1    DW Area        0.020   33.00          -       -    Future Wearing Surface
 
TEMPERATURE LOADS
-----------------
 
LIVE LOADS
----------
Live load deflection: included.
ID: Design Lane (Type: Design Lane)
ID: Design Tandem (Type: Design Tandem)
ID: Design Truck (Type: Design Truck)
 
Pedestrian Load - NONE
 

ANALYSIS DATA:
--------------
ANALYSIS PARAMETERS DATA
------------------------
 
  Truck impact:       1.330 
  Lane  impact:       1.000 
  Strength II impact: 1.330 
  Fatigue impact:     1.150 
 
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
 
  Include sacrificial deck thick in ts:                     NO   
  Is Span Post-tensioned:                                   NO   
  Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO   
  ADTT (Average Daily Truck Traffic)    :                   5000 
  Percent of the specified force effect :                   1.00 
  Apply reduction of Moment for skew:                       NO   
 
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
 
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
---------------------------------------
 
               Live DC(max) DC(min) DW(max) DW(min) 
----------------------------------------------------
  Service I:   1.00    1.00    1.00    1.00    1.00 
  Service III: 0.80    1.00    1.00    1.00    1.00 
  Strength I:  1.75    1.25    0.90    1.50    0.65 
  Fatigue I:   1.75    -       -       -       -    
 
 
----------
 
  Ductility Factor:  1.00 
  Redundancy Factor: 1.00 
  Importance Factor: 1.00 
 
----------------------------------------------------------------------------------------------------


PROJECT PARAMETERS DATA:
------------------------
SPAN TO DEPTH RATIO (Table 2.5.2.6.3-1):
----------------------------------------
 
  Span Computed Allowable Status 
---------------------------------
     1    0.054     0.045 OK     
 
Note: The computed  value is the lowest amongst all beams in each span.
MULTIPLIERS:
------------
 
  Trans len mult: Bonded   = 1.00 
                  Debonded = 1.00 
  Dev len mult:   Bonded   = 1.60 
                  Debonded = 2.00 
 
Camber & Deflection Multiplier (PCI ref.)
-----------------------------------------
 
                 Erection Final 
--------------------------------
  Prestress:         1.80  2.20 
  Self. Wt:          1.85  2.40 
  Deck + Haunch:           2.30 
  Diaphragm:               3.00 
  DL-Prec.:                3.00 
  DL-Comp.:                3.00 
 
MOMENT AND SHEAR PROVISIONS:
----------------------------
 
  Ultimate Moment Capacity, Mu-prvd computed:    AASHTO equations 
  Horizontal Shear, Beam and Slab effects in Vu: INCLUDED         
 
STRESS LIMITS (Art. 5.9.2):
---------------------------
STRESS LIMITS AT RELEASE BEFORE LOSSES:
---------------------------------------
 
                     PRECAST     
---------------------------------
  Strength              4.50 ksi 
  Elasticity          4066.8 ksi 
  Max comp              2.92 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.51 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      5.00 ksi    4.00 ksi 
  Elasticity 4286.83 ksi 3586.62 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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.40 ft from member end )
 
END PATTERN (Ycg = 14.79 in):
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  5.8750 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.3750  5.3750 No        
       2 US#5[M16]  60.0  0.62   12.75  5.3750  6.4380 No        
       2 US#5[M16]  60.0  0.62   13.50  6.4380 12.0699 No        
       2 US#4[M13]  60.0  0.40   13.50  5.8750 12.6250 Yes       
       2 US#4[M13]  60.0  0.40   16.00 12.6250 83.3750 Yes       
       2 US#4[M13]  60.0  0.40   13.50 83.3750 90.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 90.1250 92.1250 Yes       
       2 US#5[M16]  60.0  0.62   13.50 83.9301 89.5620 No        
       2 US#5[M16]  60.0  0.62   12.75 89.5620 90.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 90.6250 91.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 91.6250 92.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 92.5000 94.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 94.7500 95.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 95.3750 95.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 92.1250 95.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 94.8750 95.8750 No        
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.40 ft from member end )
 
END PATTERN (Ycg = 14.79 in):
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  5.8750 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.3750  5.3750 No        
       2 US#5[M16]  60.0  0.62  12.75*  5.3750  6.4380 No        
       2 US#5[M16]  60.0  0.62  13.50*  6.4380 12.0699 No        
       2 US#4[M13]  60.0  0.40  13.50*  5.8750 12.6250 Yes       
       2 US#4[M13]  60.0  0.40  16.00* 12.6250 83.3750 Yes       
       2 US#4[M13]  60.0  0.40  13.50* 83.3750 90.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 90.1250 92.1250 Yes       
       2 US#5[M16]  60.0  0.62  13.50* 83.9301 89.5620 No        
       2 US#5[M16]  60.0  0.62  12.75* 89.5620 90.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 90.6250 91.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 91.6250 92.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 92.5000 94.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 94.7500 95.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 95.3750 95.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 92.1250 95.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 94.8750 95.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.40 ft from member end )
 
END PATTERN (Ycg = 14.79 in):
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  5.8750 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.3750  5.3750 No        
       2 US#5[M16]  60.0  0.62  12.75*  5.3750  6.4380 No        
       2 US#5[M16]  60.0  0.62  13.50*  6.4380 12.0699 No        
       2 US#4[M13]  60.0  0.40  13.50*  5.8750 12.6250 Yes       
       2 US#4[M13]  60.0  0.40  16.00* 12.6250 83.3750 Yes       
       2 US#4[M13]  60.0  0.40  13.50* 83.3750 90.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 90.1250 92.1250 Yes       
       2 US#5[M16]  60.0  0.62  13.50* 83.9301 89.5620 No        
       2 US#5[M16]  60.0  0.62  12.75* 89.5620 90.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 90.6250 91.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 91.6250 92.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 92.5000 94.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 94.7500 95.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 95.3750 95.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 92.1250 95.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 94.8750 95.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.40 ft from member end )
 
END PATTERN (Ycg = 14.79 in):
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  5.8750 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.3750  5.3750 No        
       2 US#5[M16]  60.0  0.62  12.75*  5.3750  6.4380 No        
       2 US#5[M16]  60.0  0.62  13.50*  6.4380 12.0699 No        
       2 US#4[M13]  60.0  0.40  13.50*  5.8750 12.6250 Yes       
       2 US#4[M13]  60.0  0.40  16.00* 12.6250 83.3750 Yes       
       2 US#4[M13]  60.0  0.40  13.50* 83.3750 90.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 90.1250 92.1250 Yes       
       2 US#5[M16]  60.0  0.62  13.50* 83.9301 89.5620 No        
       2 US#5[M16]  60.0  0.62  12.75* 89.5620 90.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 90.6250 91.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 91.6250 92.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 92.5000 94.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 94.7500 95.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 95.3750 95.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 92.1250 95.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 94.8750 95.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       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:
 24 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 38.40 ft from member end )
 
END PATTERN (Ycg = 14.79 in):
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in 2 @ 46.500 in 
  2 @ 48.500 in 2 @ 50.500 in                             
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
 
  2 @  2.000 in 2 @  4.000 in 2 @  6.000 in  
 
(B) Straight:
 
  8 @  2.000 in 6 @  4.000 in 4 @  6.000 in  
 
REINFORCING STEEL:
 
  Tension steel:     
---------------------
  fy        60.0 ksi 
  Es       29000 ksi 
 
Stirrups:
 
  # legs    Size     fy   Area Spacing  Start    End    Extends  
                   (ksi) (in2)   (in)    (ft)    (ft)  into Deck 
-----------------------------------------------------------------
       2 US#5[M16]  60.0  0.62    3.00  0.1250  1.1250 No        
       2 US#4[M13]  60.0  0.40    9.00  0.1250  3.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00  0.3750  0.6250 No        
       2 US#5[M16]  60.0  0.62    7.50  0.6250  1.2500 No        
       2 US#5[M16]  60.0  0.62    9.00  1.2500  3.5000 No        
       2 US#5[M16]  60.0  0.62   10.50  3.5000  4.3750 No        
       2 US#4[M13]  60.0  0.40   12.00  3.8750  5.8750 Yes       
       2 US#5[M16]  60.0  0.62   12.00  4.3750  5.3750 No        
       2 US#5[M16]  60.0  0.62  12.75*  5.3750  6.4380 No        
       2 US#5[M16]  60.0  0.62   13.50  6.4380 12.0699 No        
       2 US#4[M13]  60.0  0.40  13.50*  5.8750 12.6250 Yes       
       2 US#4[M13]  60.0  0.40   16.00 12.6250 83.3750 Yes       
       2 US#4[M13]  60.0  0.40  13.50* 83.3750 90.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 90.1250 92.1250 Yes       
       2 US#5[M16]  60.0  0.62   13.50 83.9301 89.5620 No        
       2 US#5[M16]  60.0  0.62  12.75* 89.5620 90.6250 No        
       2 US#5[M16]  60.0  0.62   12.00 90.6250 91.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 91.6250 92.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 92.5000 94.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 94.7500 95.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 95.3750 95.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 92.1250 95.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 94.8750 95.8750 No        
 
* The stirrups spacing for vertical shear is bigger than the maximum spacing allowed.
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       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-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   3.08/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.056      0.00       0.056   95.00
     DC  Line       0.010      0.00       0.010   95.00
     DC  Line       0.064      0.00       0.064   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.000 ft
Release length = 96.000 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.596   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.757   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.816   (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                  =        638.7 in2           1178.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554873 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.7 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.10    18.70    28.30    37.90    47.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.9    670.0    670.0    670.0    670.0    670.0    670.0    670.0
  Yb      ,  in    24.29    23.88    23.88    23.79    23.66    23.53    23.40    23.40
  MI(Ixx) , in4   215463   218230   218247   219530   221812   224555   227759   227759
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1183.6   1208.2   1208.2   1208.2   1208.2   1208.2   1208.2   1208.2
  Yb      ,  in    39.82    39.29    39.29    39.24    39.17    39.11    39.04    39.04
  MI(Ixx) , in4   557992   574271   574311   577229   581907   587028   592594   592594

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.40 ft from member end )
END PATTERN (Ycg = 14.79 in):
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.040 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.050 ft
Holddown Force        =  24.533 kips     Beam Shrtng (PL/AE)   =      0.432 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)       
--------------------------------------------------------------------------------------
      2306.144         740 1706.546     15.770 63870.141   851.569     245.098        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#5[M16]       60.00        0.62      12.75       5.3750      6.4380     No
      2      US#5[M16]       60.00        0.62      13.50       6.4380     12.0699     No
      2      US#4[M13]       60.00        0.40      13.50       5.8750     12.6250    Yes
      2      US#4[M13]       60.00        0.40      16.00      12.6250     83.3750    Yes
      2      US#4[M13]       60.00        0.40      13.50      83.3750     90.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      90.1250     92.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50      83.9301     89.5620     No
      2      US#5[M16]       60.00        0.62      12.75      89.5620     90.6250     No
      2      US#5[M16]       60.00        0.62      12.00      90.6250     91.6250     No
      2      US#5[M16]       60.00        0.62      10.50      91.6250     92.5000     No
      2      US#5[M16]       60.00        0.62       9.00      92.5000     94.7500     No
      2      US#5[M16]       60.00        0.62       7.50      94.7500     95.3750     No
      2      US#5[M16]       60.00        0.62       3.00      95.3750     95.6250     No
      2      US#4[M13]       60.00        0.40       9.00      92.1250     95.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      94.8750     95.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.67 in
         P_init    =     1020.9 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.228 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.28 ksi    0.00 ksi
    due to Composite Loads                                 -2.30 ksi    0.00 ksi
    due to Live Loads                                      -6.40 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                        14.53 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.61 ksi  ( 7.96 %)            12.86 ksi ( 6.56 %)
Total Prestress Losses                                    28.47 ksi (14.53 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.5 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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    15.0    15.6    50.8    92.8   122.8   140.7   146.7
DC(Max)     V       6.2     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    80.6   262.8   479.7   634.6   727.5   758.5
Haunch (Max)V      31.9    30.3    30.2    25.8    19.4    12.9     6.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   180.7   187.3   607.2  1096.5  1430.3  1628.1  1679.3
            V      95.3    91.8    91.7    82.7    69.9    57.1    39.4    26.6
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    95.3    91.9    91.7    82.8    70.7    59.2    48.2    37.6
            M      -0.0   178.5   184.9   590.6  1037.1  1313.5  1430.9  1400.6
Total     : M+      0.0   400.1   414.7  1348.8  2450.2  3221.5  3682.1  3821.3
            V     185.4   177.2   176.9   155.6   124.6    93.5    57.7    26.6
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   185.4   177.2   176.9   155.6   125.4    95.7    66.4    37.7
            M      -0.0   397.8   412.3  1332.1  2390.9  3104.7  3484.9  3542.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M     140.7   122.8    92.8    50.8    15.6    15.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     727.5   634.6   479.7   262.8    80.6    77.7     0.0
Haunch (Max)V       6.5    12.9    19.4    25.8    30.2    30.3    31.9
Diaphragm : M       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1628.1  1430.3  1096.5   607.2   187.3   180.7     0.0
            V      39.4    57.1    69.9    82.7    91.7    91.8    95.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.2    59.2    70.7    82.8    91.7    91.9    95.3
            M    1430.9  1313.5  1037.1   590.6   184.9   178.5     0.0
Total     : M+   3682.1  3221.5  2450.2  1348.8   414.7   400.1     0.0
            V      57.7    93.5   124.6   155.6   176.9   177.2   185.4
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    66.4    95.7   125.4   155.6   176.9   177.2   185.4
            M    3484.9  3104.7  2390.9  1332.1   412.3   397.8     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.6             31.6
Deck+Haunch            31.9             31.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.2              6.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           31.3             31.3
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    15.0    15.6    50.8    92.8   122.8   140.7   146.7
DC(Max)     V       6.2     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    80.6   262.8   479.7   634.6   727.5   758.5
Haunch (Max)V      31.9    30.3    30.2    25.8    19.4    12.9     6.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   144.6   149.8   485.8   877.2  1144.2  1302.5  1343.4
            V      76.2    73.5    73.4    66.2    55.9    45.7    31.5    21.2
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    76.2    73.5    73.4    66.2    56.6    47.4    38.5    30.1
            M      -0.0   142.8   147.9   472.4   829.7  1050.8  1144.7  1120.5
Total     : M+      0.0   364.0   377.2  1227.4  2230.9  2935.4  3356.5  3485.5
            V     166.4   158.9   158.6   139.1   110.6    82.1    49.8    21.3
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   166.4   158.9   158.6   139.1   111.3    83.8    56.8    30.2
            M      -0.0   362.1   375.3  1214.0  2183.4  2842.0  3198.7  3262.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M     140.7   122.8    92.8    50.8    15.6    15.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     727.5   634.6   479.7   262.8    80.6    77.7     0.0
Haunch (Max)V       6.5    12.9    19.4    25.8    30.2    30.3    31.9
Diaphragm : M       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1302.5  1144.2   877.2   485.8   149.8   144.6     0.0
            V      31.5    45.7    55.9    66.2    73.4    73.5    76.2
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    38.5    47.4    56.6    66.2    73.4    73.5    76.2
            M    1144.7  1050.8   829.7   472.4   147.9   142.8     0.0
Total     : M+   3356.5  2935.4  2230.9  1227.4   377.2   364.0     0.0
            V      49.8    82.1   110.6   139.1   158.6   158.9   166.4
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    56.8    83.8   111.3   139.1   158.6   158.9   166.4
            M    3198.7  2842.0  2183.4  1214.0   375.3   362.1     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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    96.2    99.7   325.0   593.3   784.9   899.9   938.2
(Max)       V      39.5    37.4    37.3    31.9    24.0    16.0     8.0     0.0
Self wt.  : M       0.0    69.2    71.8   234.0   427.2   565.1   647.9   675.5
(Min)       V      28.4    26.9    26.9    23.0    17.2    11.5     5.7     0.0
DL-Prec.  : M       0.0    18.8    19.5    63.5   116.0   153.4   175.9   183.4
DC(Max)     V       7.7     7.3     7.3     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0    13.5    14.0    45.7    83.5   110.5   126.7   132.1
DC(Min)     V       5.6     5.3     5.3     4.5     3.4     2.2     1.1     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    97.2   100.7   328.5   599.6   793.2   909.4   948.1
Haunch (Max)V      39.9    37.8    37.7    32.3    24.2    16.1     8.1     0.0
Deck +    : M       0.0    70.0    72.5   236.5   431.7   571.1   654.8   682.7
Haunch (Min)V      28.7    27.2    27.2    23.2    17.4    11.6     5.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.8     1.7     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.8     2.4     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.8    44.3   144.6   264.0   349.2   400.4   417.4
DC(Max)     V      17.6    16.7    16.6    14.2    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    30.8    31.9   104.1   190.1   251.4   288.3   300.5
DC(Min)     V      12.7    12.0    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    22.9    23.7    77.4   141.3   186.9   214.2   223.4
DW(Max)     V       9.4     8.9     8.9     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0     9.9    10.3    33.5    61.2    81.0    92.8    96.8
DW(Min)     V       4.1     3.9     3.9     3.3     2.5     1.6     0.8     0.0
LL + I    : M+      0.0   316.3   327.8  1062.7  1918.8  2503.0  2849.2  2938.8
            V     166.8   160.7   160.5   144.8   122.3    99.9    68.9    46.5
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   166.8   160.8   160.5   144.8   123.8   103.6    84.3    65.8
            M      -0.0   312.3   323.6  1033.5  1814.9  2298.6  2504.1  2451.0
Total     : M+      0.0   594.3   616.0  2002.5  3634.6  4773.2  5452.4  5653.5
            V     281.0   268.9   268.5   237.1   191.6   146.1    92.1    46.6
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   281.0   269.0   268.5   237.2   193.1   149.8   107.4    65.9
            M      -0.0   590.3   611.8  1973.4  3530.7  4568.8  5107.3  5165.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     899.9   784.9   593.3   325.0    99.7    96.2     0.0
(Max)       V       8.0    16.0    24.0    31.9    37.3    37.4    39.5
Self wt.  : M     647.9   565.1   427.2   234.0    71.8    69.2     0.0
(Min)       V       5.7    11.5    17.2    23.0    26.9    26.9    28.4
DL-Prec.  : M     175.9   153.4   116.0    63.5    19.5    18.8     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.3     7.3     7.7
DL-Prec.  : M     126.7   110.5    83.5    45.7    14.0    13.5     0.0
DC(Min)     V       1.1     2.2     3.4     4.5     5.3     5.3     5.6
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     909.4   793.2   599.6   328.5   100.7    97.2     0.0
Haunch (Max)V       8.1    16.1    24.2    32.3    37.7    37.8    39.9
Deck +    : M     654.8   571.1   431.7   236.5    72.5    70.0     0.0
Haunch (Min)V       5.8    11.6    17.4    23.2    27.2    27.2    28.7
Diaphragm : M       3.4     2.5     1.7     0.8     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     400.4   349.2   264.0   144.6    44.3    42.8     0.0
DC(Max)     V       3.6     7.1    10.7    14.2    16.6    16.7    17.6
DL-Comp   : M     288.3   251.4   190.1   104.1    31.9    30.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.2    12.0    12.0    12.7
DL-Comp   : M     214.2   186.9   141.3    77.4    23.7    22.9     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     8.9     9.4
DL-Comp   : M      92.8    81.0    61.2    33.5    10.3     9.9     0.0
DW(Min)     V       0.8     1.6     2.5     3.3     3.9     3.9     4.1
LL + I    : M+   2849.2  2503.0  1918.8  1062.7   327.8   316.3     0.0
            V      68.9    99.9   122.3   144.8   160.5   160.7   166.8
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    84.3   103.6   123.8   144.8   160.5   160.8   166.8
            M    2504.1  2298.6  1814.9  1033.5   323.6   312.3     0.0
Total     : M+   5452.4  4773.2  3634.6  2002.5   616.0   594.3     0.0
            V      92.1   146.1   191.6   237.1   268.5   268.9   281.0
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   107.4   149.8   193.1   237.2   268.5   269.0   281.0
            M    5107.3  4568.8  3530.7  1973.4   611.8   590.3     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.5             39.5
Deck+Haunch            39.9             39.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.7              7.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           47.0             47.0
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     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    15.0    15.6    50.8    92.8   122.8   140.7   146.7
DC(Max)     V       6.2     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.7    80.6   262.8   479.7   634.6   727.5   758.5
Haunch (Max)V      31.9    30.3    30.2    25.8    19.4    12.9     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     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   180.1   186.6   597.6  1054.7  1369.5  1529.9  1512.1
            V      95.6    92.3    92.2    83.8    71.9    55.0    43.2    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.6    92.3    92.2    83.8    71.9    60.1    48.3    36.5
            M       0.0   180.1   186.6   597.6  1054.7  1333.7  1434.7  1357.6
Total     : M+      0.0   399.5   414.0  1339.2  2408.5  3160.8  3583.8  3654.1
            V     185.7   177.7   177.4   156.6   126.6    91.5    61.4    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.7   177.7   177.4   156.6   126.6    96.6    66.5    36.5
            M       0.0   399.5   414.0  1339.2  2408.5  3124.9  3488.6  3499.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
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     140.7   122.8    92.8    50.8    15.6    15.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     727.5   634.6   479.7   262.8    80.6    77.7     0.0
Haunch (Max)V       6.5    12.9    19.4    25.8    30.2    30.3    31.9
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       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1529.9  1369.5  1054.7   597.6   186.6   180.1     0.0
            V      43.2    55.0    71.9    83.8    92.2    92.3    95.6
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    48.3    60.1    71.9    83.8    92.2    92.3    95.6
            M    1434.7  1333.7  1054.7   597.6   186.6   180.1     0.0
Total     : M+   3583.8  3160.8  2408.5  1339.2   414.0   399.5     0.0
            V      61.4    91.5   126.6   156.6   177.4   177.7   185.7
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    66.5    96.6   126.6   156.6   177.4   177.7   185.7
            M    3488.6  3124.9  2408.5  1339.2   414.0   399.5     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    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top    0.033   0.103   0.100  -0.113  -0.422  -0.723  -1.015  -1.015
Bottom         0.385   2.262   2.264   2.426   2.656   2.876   3.084   3.084
 
Self wt.
Precast-top   -0.000   0.127   0.132   0.429   0.779   1.022   1.161   1.210
Bottom        -0.000  -0.101  -0.105  -0.338  -0.608  -0.790  -0.888  -0.925
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.026   0.084   0.152   0.200   0.227   0.237
Bottom        -0.000  -0.020  -0.020  -0.066  -0.119  -0.154  -0.174  -0.181
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.129   0.133   0.434   0.787   1.033   1.173   1.223
Bottom        -0.000  -0.102  -0.106  -0.342  -0.614  -0.798  -0.897  -0.935
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.014   0.046   0.084   0.111   0.126   0.131
Precast-top   -0.000   0.011   0.011   0.035   0.065   0.085   0.097   0.101
Bottom        -0.000  -0.028  -0.029  -0.094  -0.171  -0.223  -0.253  -0.264
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.021   0.037   0.049   0.056   0.059
Precast-top   -0.000   0.005   0.005   0.016   0.029   0.038   0.043   0.045
Bottom        -0.000  -0.013  -0.013  -0.042  -0.076  -0.100  -0.113  -0.118
 
LL+I(+)
Topping-top   -0.000   0.073   0.075   0.243   0.437   0.566   0.640   0.660
Precast-top   -0.000   0.056   0.058   0.186   0.335   0.435   0.493   0.509
Bottom        -0.000  -0.148  -0.154  -0.495  -0.886  -1.143  -1.287  -1.327
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.092   0.096   0.310   0.558   0.726   0.822   0.850 
Precast-top    0.033   0.456   0.465   1.073   1.728   2.094   2.183   2.315 
Bottom         0.385   1.850   1.837   1.047   0.181  -0.335  -0.531  -0.671 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.021   0.067   0.122   0.160   0.182   0.190 
Precast-top    0.033   0.400   0.408   0.887   1.392   1.659   1.690   1.806 
Bottom         0.385   1.998   1.991   1.542   1.067   0.808   0.756   0.656 
 

 
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    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top    0.033   0.103   0.100  -0.113  -0.422  -0.723  -1.015  -1.015
Bottom         0.385   2.262   2.264   2.426   2.656   2.876   3.084   3.084
 
Self wt.
Precast-top   -0.000   0.127   0.132   0.429   0.779   1.022   1.161   1.210
Bottom        -0.000  -0.101  -0.105  -0.338  -0.608  -0.790  -0.888  -0.925
 
DL-Prec (DC)
Precast-top   -0.000   0.025   0.026   0.084   0.152   0.200   0.227   0.237
Bottom        -0.000  -0.020  -0.020  -0.066  -0.119  -0.154  -0.174  -0.181
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000   0.000   0.000   0.001   0.002   0.003   0.004   0.005
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.003  -0.004
 
Deck + Haunch
Precast-top   -0.000   0.129   0.133   0.434   0.787   1.033   1.173   1.223
Bottom        -0.000  -0.102  -0.106  -0.342  -0.614  -0.798  -0.897  -0.935
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.014   0.046   0.084   0.111   0.126   0.131
Precast-top   -0.000   0.011   0.011   0.035   0.065   0.085   0.097   0.101
Bottom        -0.000  -0.028  -0.029  -0.094  -0.171  -0.223  -0.253  -0.264
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.006   0.021   0.037   0.049   0.056   0.059
Precast-top   -0.000   0.005   0.005   0.016   0.029   0.038   0.043   0.045
Bottom        -0.000  -0.013  -0.013  -0.042  -0.076  -0.100  -0.113  -0.118
 
LL+I(+)
Topping-top   -0.000   0.058   0.060   0.194   0.349   0.453   0.512   0.528
Precast-top   -0.000   0.044   0.046   0.149   0.268   0.348   0.395   0.407
Bottom        -0.000  -0.119  -0.123  -0.396  -0.709  -0.915  -1.030  -1.062
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.078   0.081   0.261   0.471   0.613   0.694   0.718 
Precast-top    0.033   0.444   0.454   1.036   1.661   2.007   2.085   2.213 
Bottom         0.385   1.880   1.868   1.146   0.359  -0.107  -0.274  -0.406 
 

 
 
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    2.59    9.10   18.70   28.30   37.90   47.50
F_LL+I(+)
Topping-top   -0.000   0.072   0.075   0.239   0.420   0.542   0.602   0.595
Precast-top   -0.000   0.055   0.057   0.183   0.322   0.417   0.464   0.458
Bottom        -0.000  -0.148  -0.153  -0.488  -0.852  -1.095  -1.209  -1.195
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.082   0.085   0.273   0.481   0.622   0.693   0.690 
Precast-top    0.016   0.255   0.261   0.627   1.019   1.246   1.308   1.361 
Bottom         0.193   0.851   0.842   0.284  -0.318  -0.691  -0.831  -0.867 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    281.0    7.0   58.7    0.417   3.5   6.00e-3 50.0    283.5     1.156    5.493      0.26
      0.0    0.5   58.4     31.5 0.151      25.2 0.87    12.00     0.099    1.649 
Transfer:   3.00
    269.0    7.0   58.7    2.502  21.0   0.32e-3 30.1    168.5     0.342    1.360      0.00
    590.3    3.2   57.1    189.0 0.139     109.3 3.87    12.00     0.099    1.743 
Critical:   5.24
    258.1    7.0   58.7    2.853  21.0  -0.02e-3 28.9    128.0     0.249    1.020      0.00
   1064.8    3.6   56.9    189.0 0.133     137.7 4.89    12.00     0.099    1.809 
0.1L    :   9.60
    237.2    7.0   58.7    3.527  21.0  -0.01e-3 29.0    107.2     0.210    0.907      0.00
   1973.4    4.4   56.5    189.0 0.123     135.3 4.84    24.00     0.099    1.955 
0.2L    :  19.20
    193.1    7.0   53.0    5.208  21.0   0.17e-3 29.6     87.0     0.196    0.300      0.00
   3530.7    4.9   50.6    189.0 0.109     106.4 4.25    24.00     0.099    1.217 
0.3L    :  28.80
    149.8    7.0   55.8    5.208  21.0   1.16e-3 33.1     77.6     0.189    0.300      0.00
   4568.8    4.9   53.4    189.0 0.078      67.8 2.57    24.00     0.099    1.272 
0.4L    :  38.40
    107.4    7.0   58.6    5.208   0.0   1.45e-3 34.1     55.5     0.134    0.300      0.00
   5107.3    4.9   56.1    189.0 0.061      63.9 2.30    24.00     0.099    1.578 
0.5L    :  48.00
     65.9    7.0   58.6    5.208   0.0   1.25e-3 33.4      4.5     0.099    0.300      0.00
   5165.8    4.9   56.1    189.0 0.037      68.7 2.47    24.00     0.099    2.683 
0.6L    :  57.60
    107.4    7.0   58.6    5.208   0.0   1.45e-3 34.1     55.5     0.134    0.300      0.00
   5107.3    4.9   56.1    189.0 0.061      63.9 2.30    24.00     0.099    1.578 
0.7L    :  67.20
    149.8    7.0   55.8    5.208  21.0   1.16e-3 33.1     77.6     0.189    0.300      0.00
   4568.8    4.9   53.4    189.0 0.078      67.8 2.57    24.00     0.099    1.272 
0.8L    :  76.80
    193.1    7.0   53.0    5.208  21.0   0.17e-3 29.6     87.0     0.196    0.300      0.00
   3530.7    4.9   50.6    189.0 0.109     106.4 4.25    24.00     0.099    1.217 
0.9L    :  86.40
    237.2    7.0   58.7    3.527  21.0  -0.01e-3 29.0    107.2     0.210    0.907      0.00
   1973.4    4.4   56.5    189.0 0.123     135.3 4.84    24.00     0.099    1.955 
Critical:  90.76
    258.1    7.0   58.7    2.853  21.0  -0.02e-3 28.9    128.0     0.249    1.020      0.00
   1064.8    3.6   56.9    189.0 0.133     137.7 4.89    12.00     0.099    1.809 
Transfer:  93.00
    269.0    7.0   58.7    2.502  21.0   0.32e-3 30.1    168.5     0.342    1.360      0.00
    590.3    3.2   57.1    189.0 0.139     109.3 3.87    12.00     0.099    1.743 
Bearing :  95.50
    281.0    7.0   58.7    0.417   3.5   6.00e-3 50.0    283.5     1.156    5.493      0.26
      0.0    0.5   58.4     31.5 0.151      25.2 0.87    12.00     0.099    1.649 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 1
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(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
    281.0      5.34     58.69    0.54       58.43    24.00      0.160      1.381      0.173      0.533 
Transfer:      2.50
    269.0      5.23     58.69    3.16       57.11    24.00      0.160      1.344      0.151      0.533 
Critical:      4.74
    258.2      5.04     58.69    3.59       56.90    24.00      0.160      1.281      0.112      0.400 
0.1L    :      9.10
    237.2      4.67     58.69    4.42       56.48    24.00      0.160      1.155      0.037      0.356 
0.2L    :     18.70
    193.1      4.24     53.02    4.89       50.58    24.00      0.160      1.014      0.000      0.300 
0.3L    :     28.30
    149.8      3.12     55.80    4.90       53.35    24.00      0.160      0.640      0.000      0.300 
0.4L    :     37.90
    107.4      2.13     58.58    4.90       56.13    24.00      0.160      0.309      0.000      0.300 
0.5L    :     47.50
     65.9      1.30     58.58    4.90       56.13    24.00      0.160      0.035      0.000      0.300 
0.6L    :     57.10
    107.4      2.13     58.58    4.90       56.13    24.00      0.160      0.309      0.000      0.300 
0.7L    :     66.70
    149.8      3.12     55.80    4.90       53.35    24.00      0.160      0.640      0.000      0.300 
0.8L    :     76.30
    193.1      4.24     53.02    4.89       50.58    24.00      0.160      1.014      0.000      0.300 
0.9L    :     85.90
    237.2      4.67     58.69    4.42       56.48    24.00      0.160      1.155      0.037      0.356 
Critical:     90.26
    258.2      5.04     58.69    3.59       56.90    24.00      0.160      1.281      0.112      0.400 
Transfer:     92.50
    269.0      5.23     58.69    3.16       57.11    24.00      0.160      1.344      0.151      0.533 
Bearing :     95.00
    281.0      5.34     58.69    0.54       58.43    24.00      0.160      1.381      0.173      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.10 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 
At 0.2 x L = 18.70 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.3 x L = 28.30 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.4 x L = 37.90 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.5 x L = 47.50 ft
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.793            3.158            3.669
 
At 0.6 x L = 57.10 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.7 x L = 66.70 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.8 x L = 76.30 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.9 x L = 85.90 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 

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
   594.3    48.3  3.336  264.2    3.7   3.16   3433.2  0.046T 1.00       -       -     -     -  
H/2     :   2.59
   616.0    48.4  3.355  264.2    3.7   3.18   3454.2  0.045T 1.00       -       -     -     -  
0.1L    :   9.10
  2002.5    50.2  4.703  262.2    5.2   4.42   4934.6  0.032T 1.00       -       -     -     -  
0.2L    :  18.70
  3634.6    53.0  5.208  261.8    5.8   4.89   5746.4  0.028T 1.00   4066.5  4066.5    1.41    -  
0.3L    :  28.30
  4773.2    55.8  5.208  262.2    5.8   4.90   6071.1  0.028T 1.00   4235.9  4235.9    1.43    -  
0.4L    :  37.90
  5452.4    58.6  5.208  262.6    5.8   4.90   6396.0  0.028T 1.00   4486.5  4486.5    1.43    -  
0.5L    :  47.50
  5653.5    58.6  5.208  262.6    5.8   4.90   6396.0  0.028T 1.00   4448.2  4448.2    1.44    -  
0.6L    :  57.10
  5452.4    58.6  5.208  262.6    5.8   4.90   6396.0  0.028T 1.00   4486.5  4486.5    1.43    -  
0.7L    :  66.70
  4773.2    55.8  5.208  262.2    5.8   4.90   6071.1  0.028T 1.00   4235.9  4235.9    1.43    -  
0.8L    :  76.30
  3634.6    53.0  5.208  261.8    5.8   4.89   5746.4  0.028T 1.00   4066.5  4066.5    1.41    -  
0.9L    :  85.90
  2002.5    50.2  4.703  262.2    5.2   4.42   4934.6  0.032T 1.00       -       -     -     -  
H/2     :  92.41
   616.0    48.4  3.355  264.2    3.7   3.18   3454.2  0.045T 1.00       -       -     -     -  
Transfer:  92.50
   594.3    48.3  3.336  264.2    3.7   3.16   3433.2  0.046T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.209
 
  2   2 E  50.50 Ft     0.423
        M   6.00 Fb     0.120
 
  3   2 E  48.50 Ft     0.798
        M   4.00 Fb     0.050
 
  4   2 E  46.50 Ft     1.150
        M   2.00 Fb    -0.001
 
  5   2 E   6.00 Ft     1.067
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.984
        M   6.00 Fb     0.586
 
  7   2 E   4.00 Ft     0.877
        M   4.00 Fb     0.898
 
  8   2 E   4.00 Ft     0.771
        M   4.00 Fb     1.210
 
  9   2 E   4.00 Ft     0.664
        M   4.00 Fb     1.522
 
 10   2 E   2.00 Ft     0.534
        M   2.00 Fb     1.853
 
 11   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.184
 
 12   2 E   2.00 Ft     0.274
        M   2.00 Fb     2.514
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 96.00            Release Length, ft: 96.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   6           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.96 %               Final losses: 14.53 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.687   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6396.03     5653.53     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   0.850     Midspan    1.800   0.190     Midspan
    Pre.Top:   3.000   2.315     Midspan    2.250   1.806     Midspan
    Pre.Bot:   3.000   1.850    Transfer    2.250   1.998    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420   0.033     Bearing
    Pre.Bot:  -0.420  -0.406     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.361     Midspan
    Pre.Bot:                                                             2.000   0.851    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.793            3.158            3.669
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   95.00
     DC  Line       0.070      0.00       0.070   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.000 ft
Release length = 96.000 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.638   (Calculated)    
Live Moment (1  lane  loaded)  : 0.451   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.007   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.843   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.10    18.70    28.30    37.90    47.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.9    670.0    670.0    670.0    670.0    670.0    670.0    670.0
  Yb      ,  in    24.29    23.88    23.88    23.79    23.66    23.53    23.40    23.40
  MI(Ixx) , in4   215463   218230   218247   219530   221812   224555   227759   227759
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1235.5   1260.1   1260.1   1260.1   1260.1   1260.1   1260.1   1260.1
  Yb      ,  in    40.60    40.07    40.07    40.03    39.96    39.90    39.83    39.83
  MI(Ixx) , in4   575378   592661   592703   595708   600514   605766   611461   611461

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.93 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.40 ft from member end )
END PATTERN (Ycg = 14.79 in):
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.091 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.114 ft
Holddown Force        =  24.533 kips     Beam Shrtng (PL/AE)   =      0.432 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)       
--------------------------------------------------------------------------------------
      2306.144         740 1706.546     15.770 63870.141   851.569     245.098        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#5[M16]       60.00        0.62      12.75       5.3750      6.4380     No
      2      US#5[M16]       60.00        0.62      13.50*      6.4380     12.0699     No
      2      US#4[M13]       60.00        0.40      13.50*      5.8750     12.6250    Yes
      2      US#4[M13]       60.00        0.40      16.00*     12.6250     83.3750    Yes
      2      US#4[M13]       60.00        0.40      13.50*     83.3750     90.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      90.1250     92.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50*     83.9301     89.5620     No
      2      US#5[M16]       60.00        0.62      12.75      89.5620     90.6250     No
      2      US#5[M16]       60.00        0.62      12.00      90.6250     91.6250     No
      2      US#5[M16]       60.00        0.62      10.50      91.6250     92.5000     No
      2      US#5[M16]       60.00        0.62       9.00      92.5000     94.7500     No
      2      US#5[M16]       60.00        0.62       7.50      94.7500     95.3750     No
      2      US#5[M16]       60.00        0.62       3.00      95.3750     95.6250     No
      2      US#4[M13]       60.00        0.40       9.00      92.1250     95.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      94.8750     95.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.67 in
         P_init    =     1020.9 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.228 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.42 ksi    0.00 ksi
    due to Composite Loads                                 -2.28 ksi    0.00 ksi
    due to Live Loads                                      -6.32 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                        14.53 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.61 ksi  ( 7.96 %)            12.82 ksi ( 6.54 %)
Total Prestress Losses                                    28.43 ksi (14.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   180.2   186.8   605.5  1093.4  1426.3  1623.6  1674.6
            V     117.5   113.3   113.1   102.0    86.2    70.4    48.6    32.8
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   117.5   113.3   113.1   102.1    87.2    73.0    59.4    46.4
            M      -0.0   178.0   184.4   588.9  1034.2  1309.8  1426.9  1396.7
Total     : M+      0.0   401.5   416.1  1353.6  2459.1  3233.5  3696.3  3836.8
            V     208.4   199.4   199.1   175.5   141.4   107.2    67.1    32.9
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   208.4   199.4   199.1   175.6   142.4   109.8    77.9    46.5
            M      -0.0   399.2   413.7  1337.0  2399.9  3117.1  3499.7  3558.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     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
Deck +    : M     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1623.6  1426.3  1093.4   605.5   186.8   180.2     0.0
            V      48.6    70.4    86.2   102.0   113.1   113.3   117.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.4    73.0    87.2   102.1   113.1   113.3   117.5
            M    1426.9  1309.8  1034.2   588.9   184.4   178.0     0.0
Total     : M+   3696.3  3233.5  2459.1  1353.6   416.1   401.5     0.0
            V      67.1   107.2   141.4   175.5   199.1   199.4   208.4
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    77.9   109.8   142.4   175.6   199.1   199.4   208.4
            M    3499.7  3117.1  2399.9  1337.0   413.7   399.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.6             31.6
Deck+Haunch            35.0             35.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           31.3             31.3
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   144.2   149.4   484.4   874.7  1141.0  1298.8  1339.7
            V      94.0    90.6    90.5    81.6    69.0    56.3    38.9    26.2
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    94.0    90.6    90.5    81.7    69.8    58.4    47.5    37.1
            M      -0.0   142.4   147.5   471.1   827.4  1047.9  1141.5  1117.3
Total     : M+      0.0   365.5   378.8  1232.5  2240.4  2948.3  3371.6  3501.9
            V     184.9   176.7   176.4   155.1   124.1    93.1    57.4    26.3
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   184.9   176.8   176.4   155.2   125.0    95.2    66.0    37.2
            M      -0.0   363.6   376.9  1219.2  2193.1  2855.1  3214.3  3279.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     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
Deck +    : M     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1298.8  1141.0   874.7   484.4   149.4   144.2     0.0
            V      38.9    56.3    69.0    81.6    90.5    90.6    94.0
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    47.5    58.4    69.8    81.7    90.5    90.6    94.0
            M    1141.5  1047.9   827.4   471.1   147.5   142.4     0.0
Total     : M+   3371.6  2948.3  2240.4  1232.5   378.8   365.5     0.0
            V      57.4    93.1   124.1   155.1   176.4   176.7   184.9
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    66.0    95.2   125.0   155.2   176.4   176.8   184.9
            M    3214.3  2855.1  2193.1  1219.2   376.9   363.6     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    96.2    99.7   325.0   593.3   784.9   899.9   938.2
(Max)       V      39.5    37.4    37.3    31.9    24.0    16.0     8.0     0.0
Self wt.  : M       0.0    69.2    71.8   234.0   427.2   565.1   647.9   675.5
(Min)       V      28.4    26.9    26.9    23.0    17.2    11.5     5.7     0.0
DL-Prec.  : M       0.0    11.6    12.0    39.2    71.6    94.7   108.6   113.3
DC(Max)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     8.4     8.7    28.3    51.6    68.2    78.2    81.5
DC(Min)     V       3.4     3.3     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   106.5   110.4   360.1   657.2   869.5   996.8  1039.3
Haunch (Max)V      43.8    41.5    41.4    35.4    26.5    17.7     8.8     0.0
Deck +    : M       0.0    76.7    79.5   259.2   473.2   626.0   717.7   748.3
Haunch (Min)V      31.5    29.8    29.8    25.5    19.1    12.7     6.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.6     3.3     5.0     6.8     8.5
(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     1.2     2.4     3.6     4.9     6.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.8    44.3   144.6   264.0   349.2   400.4   417.4
DC(Max)     V      17.6    16.7    16.6    14.2    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    30.8    31.9   104.1   190.1   251.4   288.3   300.5
DC(Min)     V      12.7    12.0    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    22.9    23.7    77.4   141.3   186.9   214.2   223.4
DW(Max)     V       9.4     8.9     8.9     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0     9.9    10.3    33.5    61.2    81.0    92.8    96.8
DW(Min)     V       4.1     3.9     3.9     3.3     2.5     1.6     0.8     0.0
LL + I    : M+      0.0   315.4   326.9  1059.7  1913.4  2496.0  2841.2  2930.6
            V     205.7   198.2   198.0   178.6   150.9   123.2    85.0    57.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   205.7   198.3   198.0   178.6   152.7   127.8   103.9    81.2
            M      -0.0   311.4   322.7  1030.6  1809.9  2292.2  2497.1  2444.2
Total     : M+      0.0   595.8   617.5  2007.6  3644.1  4786.2  5467.9  5670.5
            V     320.9   307.4   306.9   271.7   220.8   169.8   108.4    57.5
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   320.9   307.4   306.9   271.8   222.6   174.4   127.4    81.3
            M      -0.0   591.8   613.3  1978.5  3540.5  4582.4  5123.8  5184.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     899.9   784.9   593.3   325.0    99.7    96.2     0.0
(Max)       V       8.0    16.0    24.0    31.9    37.3    37.4    39.5
Self wt.  : M     647.9   565.1   427.2   234.0    71.8    69.2     0.0
(Min)       V       5.7    11.5    17.2    23.0    26.9    26.9    28.4
DL-Prec.  : M     108.6    94.7    71.6    39.2    12.0    11.6     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
DL-Prec.  : M      78.2    68.2    51.6    28.3     8.7     8.4     0.0
DC(Min)     V       0.7     1.4     2.1     2.8     3.2     3.3     3.4
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     996.8   869.5   657.2   360.1   110.4   106.5     0.0
Haunch (Max)V       8.8    17.7    26.5    35.4    41.4    41.5    43.8
Deck +    : M     717.7   626.0   473.2   259.2    79.5    76.7     0.0
Haunch (Min)V       6.4    12.7    19.1    25.5    29.8    29.8    31.5
Diaphragm : M       6.8     5.0     3.3     1.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.6     2.4     1.2     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     400.4   349.2   264.0   144.6    44.3    42.8     0.0
DC(Max)     V       3.6     7.1    10.7    14.2    16.6    16.7    17.6
DL-Comp   : M     288.3   251.4   190.1   104.1    31.9    30.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.2    12.0    12.0    12.7
DL-Comp   : M     214.2   186.9   141.3    77.4    23.7    22.9     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     8.9     9.4
DL-Comp   : M      92.8    81.0    61.2    33.5    10.3     9.9     0.0
DW(Min)     V       0.8     1.6     2.5     3.3     3.9     3.9     4.1
LL + I    : M+   2841.2  2496.0  1913.4  1059.7   326.9   315.4     0.0
            V      85.0   123.2   150.9   178.6   198.0   198.2   205.7
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   103.9   127.8   152.7   178.6   198.0   198.3   205.7
            M    2497.1  2292.2  1809.9  1030.6   322.7   311.4     0.0
Total     : M+   5467.9  4786.2  3644.1  2007.6   617.5   595.8     0.0
            V     108.4   169.8   220.8   271.7   306.9   307.4   320.9
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   127.4   174.4   222.6   271.8   306.9   307.4   320.9
            M    5123.8  4582.4  3540.5  1978.5   613.3   591.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.5             39.5
Deck+Haunch            43.8             43.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.8              4.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           47.0             47.0
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(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    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     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   127.0   131.6   421.5   743.9   966.0  1079.1  1066.6
            V      98.7    95.3    95.2    86.5    74.3    56.8    44.6    32.4
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    98.7    95.3    95.2    86.5    74.3    62.1    49.8    37.6
            M       0.0   127.0   131.6   421.5   743.9   940.7  1011.9   957.5
Total     : M+      0.0   348.3   361.0  1169.6  2109.6  2773.3  3151.8  3228.7
            V     189.6   181.5   181.2   160.0   129.4    93.6    63.0    32.5
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   189.6   181.5   181.2   160.0   129.4    98.9    68.3    37.8
            M       0.0   348.3   361.0  1169.6  2109.6  2748.0  3084.7  3119.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
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      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     3.8
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     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     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     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1079.1   966.0   743.9   421.5   131.6   127.0     0.0
            V      44.6    56.8    74.3    86.5    95.2    95.3    98.7
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    49.8    62.1    74.3    86.5    95.2    95.3    98.7
            M    1011.9   940.7   743.9   421.5   131.6   127.0     0.0
Total     : M+   3151.8  2773.3  2109.6  1169.6   361.0   348.3     0.0
            V      63.0    93.6   129.4   160.0   181.2   181.5   189.6
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    68.3    98.9   129.4   160.0   181.2   181.5   189.6
            M    3084.7  2748.0  2109.6  1169.6   361.0   348.3     0.0
 


 
Span : 1, Beam : 2, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.019   0.063   0.114   0.150   0.170   0.178 
Precast-top    0.033   0.402   0.410   0.893   1.404   1.675   1.709   1.826 
Bottom         0.385   1.996   1.989   1.536   1.055   0.792   0.737   0.635 
 

 
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    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 2, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.189   0.334   0.433   0.482   0.481 
Precast-top    0.016   0.237   0.242   0.565   0.911   1.107   1.154   1.210 
Bottom         0.193   0.895   0.888   0.428  -0.067  -0.368  -0.475  -0.516 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 2,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    320.9    7.0   58.7    0.416   3.5   6.00e-3 50.0    327.8     1.337    5.493      0.58
      0.0    0.5   58.5     31.5 0.173      25.2 0.87    12.00     0.099    1.444 
Transfer:   3.00
    307.4    7.0   58.7    2.496  21.0   1.42e-3 34.0    254.7     0.599    1.360      0.00
    591.8    2.9   57.3    189.0 0.160      65.9 2.32    12.00     0.099    1.528 
Critical:   5.25
    295.2    7.0   58.7    2.848  21.0   0.12e-3 29.4    182.8     0.361    1.020      0.00
   1070.1    3.3   57.1    189.0 0.154     124.1 4.40    12.00     0.099    1.587 
0.1L    :   9.60
    271.8    7.0   58.7    3.520  21.0   0.04e-3 29.2    150.7     0.297    0.907      0.00
   1978.5    4.0   56.7    189.0 0.142     130.3 4.65    12.00     0.099    1.712 
0.2L    :  19.20
    222.6    7.0   53.0    5.208  21.0   0.36e-3 30.3    131.4     0.302    0.300      0.00
   3540.5    4.5   50.8    189.0 0.127      94.8 3.77    12.00     0.099    0.996*
0.3L    :  28.80
    174.4    7.0   55.8    5.208  21.0   1.32e-3 33.6    108.8     0.270    0.300      0.00
   4582.4    4.5   53.6    189.0 0.092      64.0 2.41    24.00     0.099    1.062 
0.4L    :  38.40
    127.4    7.0   58.6    5.208   0.0   1.58e-3 34.5     80.2     0.196    0.300      0.00
   5123.8    4.5   56.3    189.0 0.072      61.3 2.20    24.00     0.099    1.301 
0.5L    :  48.00
     81.3    7.0   58.6    5.208   0.0   1.36e-3 33.7     24.0     0.099    0.300      0.00
   5184.1    4.5   56.3    189.0 0.046      66.4 2.38    24.00     0.099    2.134 
0.6L    :  57.60
    127.4    7.0   58.6    5.208   0.0   1.58e-3 34.5     80.2     0.196    0.300      0.00
   5123.8    4.5   56.3    189.0 0.072      61.3 2.20    24.00     0.099    1.301 
0.7L    :  67.20
    174.4    7.0   55.8    5.208  21.0   1.32e-3 33.6    108.8     0.270    0.300      0.00
   4582.4    4.5   53.6    189.0 0.092      64.0 2.41    24.00     0.099    1.062 
0.8L    :  76.80
    222.6    7.0   53.0    5.208  21.0   0.36e-3 30.3    131.4     0.302    0.300      0.00
   3540.5    4.5   50.8    189.0 0.127      94.8 3.77    12.00     0.099    0.996*
0.9L    :  86.40
    271.8    7.0   58.7    3.520  21.0   0.04e-3 29.2    150.7     0.297    0.907      0.00
   1978.5    4.0   56.7    189.0 0.142     130.3 4.65    12.00     0.099    1.712 
Critical:  90.75
    295.2    7.0   58.7    2.848  21.0   0.12e-3 29.4    182.8     0.361    1.020      0.00
   1070.1    3.3   57.1    189.0 0.154     124.1 4.40    12.00     0.099    1.587 
Transfer:  93.00
    307.4    7.0   58.7    2.496  21.0   1.42e-3 34.0    254.7     0.599    1.360      0.00
    591.8    2.9   57.3    189.0 0.160      65.9 2.32    12.00     0.099    1.528 
Bearing :  95.50
    320.9    7.0   58.7    0.416   3.5   6.00e-3 50.0    327.8     1.337    5.493      0.58
      0.0    0.5   58.5     31.5 0.173      25.2 0.87    12.00     0.099    1.444 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 2
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(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
    320.9      6.10     58.69    0.49       58.45    24.00      0.160      1.633      0.324      0.533 
Transfer:      2.50
    307.4      5.97     58.69    2.88       57.26    24.00      0.160      1.589      0.297      0.533 
Critical:      4.75
    295.2      5.75     58.69    3.28       57.06    24.00      0.160      1.517      0.254      0.400 
0.1L    :      9.10
    271.8      5.33     58.69    4.03       56.68    24.00      0.160      1.376      0.170      0.356 
0.2L    :     18.70
    222.6      4.87     53.02    4.47       50.79    24.00      0.160      1.223      0.078      0.300 
0.3L    :     28.30
    174.4      3.62     55.80    4.47       53.57    24.00      0.160      0.806      0.000      0.300 
0.4L    :     37.90
    127.4      2.51     58.58    4.48       56.34    24.00      0.160      0.437      0.000      0.300 
0.5L    :     47.50
     81.3      1.60     58.58    4.48       56.34    24.00      0.160      0.135      0.000      0.300 
0.6L    :     57.10
    127.4      2.51     58.58    4.48       56.34    24.00      0.160      0.437      0.000      0.300 
0.7L    :     66.70
    174.4      3.62     55.80    4.47       53.57    24.00      0.160      0.806      0.000      0.300 
0.8L    :     76.30
    222.6      4.87     53.02    4.47       50.79    24.00      0.160      1.223      0.078      0.300 
0.9L    :     85.90
    271.8      5.33     58.69    4.03       56.68    24.00      0.160      1.376      0.170      0.356 
Critical:     90.25
    295.2      5.75     58.69    3.28       57.06    24.00      0.160      1.517      0.254      0.400 
Transfer:     92.50
    307.4      5.97     58.69    2.88       57.26    24.00      0.160      1.589      0.297      0.533 
Bearing :     95.00
    320.9      6.10     58.69    0.49       58.45    24.00      0.160      1.633      0.324      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.10 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 
At 0.2 x L = 18.70 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.3 x L = 28.30 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.4 x L = 37.90 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.5 x L = 47.50 ft
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.793            3.158            3.669
 
At 0.6 x L = 57.10 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.7 x L = 66.70 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.8 x L = 76.30 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.9 x L = 85.90 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 

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
   595.8    48.3  3.328  264.7    3.4   2.88   3441.9  0.050T 1.00       -       -     -     -  
H/2     :   2.59
   617.5    48.4  3.347  264.7    3.4   2.90   3463.0  0.050T 1.00       -       -     -     -  
0.1L    :   9.10
  2007.6    50.2  4.693  262.9    4.7   4.03   4957.3  0.035T 1.00       -       -     -     -  
0.2L    :  18.70
  3644.1    53.0  5.208  262.5    5.3   4.47   5786.0  0.031T 1.00    435.8   435.8   13.28    -  
0.3L    :  28.30
  4786.2    55.8  5.208  262.9    5.3   4.47   6111.0  0.031T 1.00    256.9   256.9   23.79    -  
0.4L    :  37.90
  5467.9    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    169.1   169.1   38.05    -  
0.5L    :  47.50
  5670.5    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    128.9   128.9   49.93    -  
0.6L    :  57.10
  5467.9    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    169.1   169.1   38.05    -  
0.7L    :  66.70
  4786.2    55.8  5.208  262.9    5.3   4.47   6111.0  0.031T 1.00    256.9   256.9   23.79    -  
0.8L    :  76.30
  3644.1    53.0  5.208  262.5    5.3   4.47   5786.0  0.031T 1.00    435.8   435.8   13.28    -  
0.9L    :  85.90
  2007.6    50.2  4.693  262.9    4.7   4.03   4957.3  0.035T 1.00       -       -     -     -  
H/2     :  92.41
   617.5    48.4  3.347  264.7    3.4   2.90   3463.0  0.050T 1.00       -       -     -     -  
Transfer:  92.50
   595.8    48.3  3.328  264.7    3.4   2.88   3441.9  0.050T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.209
 
  2   2 E  50.50 Ft     0.423
        M   6.00 Fb     0.120
 
  3   2 E  48.50 Ft     0.798
        M   4.00 Fb     0.050
 
  4   2 E  46.50 Ft     1.150
        M   2.00 Fb    -0.001
 
  5   2 E   6.00 Ft     1.067
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.984
        M   6.00 Fb     0.586
 
  7   2 E   4.00 Ft     0.877
        M   4.00 Fb     0.898
 
  8   2 E   4.00 Ft     0.771
        M   4.00 Fb     1.210
 
  9   2 E   4.00 Ft     0.664
        M   4.00 Fb     1.522
 
 10   2 E   2.00 Ft     0.534
        M   2.00 Fb     1.853
 
 11   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.184
 
 12   2 E   2.00 Ft     0.274
        M   2.00 Fb     2.514
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 96.00            Release Length, ft: 96.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   6           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.96 %               Final losses: 14.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.925       2.687   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.003   0.4L/0.6L
      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)                  6436.04     5670.50     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   0.178     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.826     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.996    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   1.210     Midspan
    Pre.Bot:                                                             2.000   0.895    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.793            3.158            3.669
 
Positive values indicate upward deflection.

Span: 1, Beam: 3
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   95.00
     DC  Line       0.070      0.00       0.070   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.000 ft
Release length = 96.000 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.638   (Calculated)    
Live Moment (1  lane  loaded)  : 0.451   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.007   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.843   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.10    18.70    28.30    37.90    47.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.9    670.0    670.0    670.0    670.0    670.0    670.0    670.0
  Yb      ,  in    24.29    23.88    23.88    23.79    23.66    23.53    23.40    23.40
  MI(Ixx) , in4   215463   218230   218247   219530   221812   224555   227759   227759
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1235.5   1260.1   1260.1   1260.1   1260.1   1260.1   1260.1   1260.1
  Yb      ,  in    40.60    40.07    40.07    40.03    39.96    39.90    39.83    39.83
  MI(Ixx) , in4   575378   592661   592703   595708   600514   605766   611461   611461

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.40 ft from member end )
END PATTERN (Ycg = 14.79 in):
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.091 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.114 ft
Holddown Force        =  24.533 kips     Beam Shrtng (PL/AE)   =      0.432 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)       
--------------------------------------------------------------------------------------
      2306.144         740 1706.546     15.770 63870.141   851.569     245.098        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#5[M16]       60.00        0.62      12.75       5.3750      6.4380     No
      2      US#5[M16]       60.00        0.62      13.50*      6.4380     12.0699     No
      2      US#4[M13]       60.00        0.40      13.50*      5.8750     12.6250    Yes
      2      US#4[M13]       60.00        0.40      16.00*     12.6250     83.3750    Yes
      2      US#4[M13]       60.00        0.40      13.50*     83.3750     90.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      90.1250     92.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50*     83.9301     89.5620     No
      2      US#5[M16]       60.00        0.62      12.75      89.5620     90.6250     No
      2      US#5[M16]       60.00        0.62      12.00      90.6250     91.6250     No
      2      US#5[M16]       60.00        0.62      10.50      91.6250     92.5000     No
      2      US#5[M16]       60.00        0.62       9.00      92.5000     94.7500     No
      2      US#5[M16]       60.00        0.62       7.50      94.7500     95.3750     No
      2      US#5[M16]       60.00        0.62       3.00      95.3750     95.6250     No
      2      US#4[M13]       60.00        0.40       9.00      92.1250     95.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      94.8750     95.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.67 in
         P_init    =     1020.9 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.228 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.42 ksi    0.00 ksi
    due to Composite Loads                                 -2.28 ksi    0.00 ksi
    due to Live Loads                                      -6.32 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                        14.53 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.61 ksi  ( 7.96 %)            12.82 ksi ( 6.54 %)
Total Prestress Losses                                    28.43 ksi (14.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   180.2   186.8   605.5  1093.4  1426.3  1623.6  1674.6
            V     117.5   113.3   113.1   102.0    86.2    70.4    48.6    32.8
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   117.5   113.3   113.1   102.1    87.2    73.0    59.4    46.4
            M      -0.0   178.0   184.4   588.9  1034.2  1309.8  1426.9  1396.7
Total     : M+      0.0   401.5   416.1  1353.6  2459.1  3233.5  3696.3  3836.8
            V     208.4   199.4   199.1   175.5   141.4   107.2    67.1    32.9
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   208.4   199.4   199.1   175.6   142.4   109.8    77.9    46.5
            M      -0.0   399.2   413.7  1337.0  2399.9  3117.1  3499.7  3558.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     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
Deck +    : M     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1623.6  1426.3  1093.4   605.5   186.8   180.2     0.0
            V      48.6    70.4    86.2   102.0   113.1   113.3   117.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.4    73.0    87.2   102.1   113.1   113.3   117.5
            M    1426.9  1309.8  1034.2   588.9   184.4   178.0     0.0
Total     : M+   3696.3  3233.5  2459.1  1353.6   416.1   401.5     0.0
            V      67.1   107.2   141.4   175.5   199.1   199.4   208.4
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    77.9   109.8   142.4   175.6   199.1   199.4   208.4
            M    3499.7  3117.1  2399.9  1337.0   413.7   399.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.6             31.6
Deck+Haunch            35.0             35.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           31.3             31.3
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   144.2   149.4   484.4   874.7  1141.0  1298.8  1339.7
            V      94.0    90.6    90.5    81.6    69.0    56.3    38.9    26.2
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    94.0    90.6    90.5    81.7    69.8    58.4    47.5    37.1
            M      -0.0   142.4   147.5   471.1   827.4  1047.9  1141.5  1117.3
Total     : M+      0.0   365.5   378.8  1232.5  2240.4  2948.3  3371.6  3501.9
            V     184.9   176.7   176.4   155.1   124.1    93.1    57.4    26.3
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   184.9   176.8   176.4   155.2   125.0    95.2    66.0    37.2
            M      -0.0   363.6   376.9  1219.2  2193.1  2855.1  3214.3  3279.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     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
Deck +    : M     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1298.8  1141.0   874.7   484.4   149.4   144.2     0.0
            V      38.9    56.3    69.0    81.6    90.5    90.6    94.0
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    47.5    58.4    69.8    81.7    90.5    90.6    94.0
            M    1141.5  1047.9   827.4   471.1   147.5   142.4     0.0
Total     : M+   3371.6  2948.3  2240.4  1232.5   378.8   365.5     0.0
            V      57.4    93.1   124.1   155.1   176.4   176.7   184.9
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    66.0    95.2   125.0   155.2   176.4   176.8   184.9
            M    3214.3  2855.1  2193.1  1219.2   376.9   363.6     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    96.2    99.7   325.0   593.3   784.9   899.9   938.2
(Max)       V      39.5    37.4    37.3    31.9    24.0    16.0     8.0     0.0
Self wt.  : M       0.0    69.2    71.8   234.0   427.2   565.1   647.9   675.5
(Min)       V      28.4    26.9    26.9    23.0    17.2    11.5     5.7     0.0
DL-Prec.  : M       0.0    11.6    12.0    39.2    71.6    94.7   108.6   113.3
DC(Max)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     8.4     8.7    28.3    51.6    68.2    78.2    81.5
DC(Min)     V       3.4     3.3     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   106.5   110.4   360.1   657.2   869.5   996.8  1039.3
Haunch (Max)V      43.8    41.5    41.4    35.4    26.5    17.7     8.8     0.0
Deck +    : M       0.0    76.7    79.5   259.2   473.2   626.0   717.7   748.3
Haunch (Min)V      31.5    29.8    29.8    25.5    19.1    12.7     6.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.6     3.3     5.0     6.8     8.5
(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     1.2     2.4     3.6     4.9     6.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.8    44.3   144.6   264.0   349.2   400.4   417.4
DC(Max)     V      17.6    16.7    16.6    14.2    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    30.8    31.9   104.1   190.1   251.4   288.3   300.5
DC(Min)     V      12.7    12.0    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    22.9    23.7    77.4   141.3   186.9   214.2   223.4
DW(Max)     V       9.4     8.9     8.9     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0     9.9    10.3    33.5    61.2    81.0    92.8    96.8
DW(Min)     V       4.1     3.9     3.9     3.3     2.5     1.6     0.8     0.0
LL + I    : M+      0.0   315.4   326.9  1059.7  1913.4  2496.0  2841.2  2930.6
            V     205.7   198.2   198.0   178.6   150.9   123.2    85.0    57.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   205.7   198.3   198.0   178.6   152.7   127.8   103.9    81.2
            M      -0.0   311.4   322.7  1030.6  1809.9  2292.2  2497.1  2444.2
Total     : M+      0.0   595.8   617.5  2007.6  3644.1  4786.2  5467.9  5670.5
            V     320.9   307.4   306.9   271.7   220.8   169.8   108.4    57.5
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   320.9   307.4   306.9   271.8   222.6   174.4   127.4    81.3
            M      -0.0   591.8   613.3  1978.5  3540.5  4582.4  5123.8  5184.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     899.9   784.9   593.3   325.0    99.7    96.2     0.0
(Max)       V       8.0    16.0    24.0    31.9    37.3    37.4    39.5
Self wt.  : M     647.9   565.1   427.2   234.0    71.8    69.2     0.0
(Min)       V       5.7    11.5    17.2    23.0    26.9    26.9    28.4
DL-Prec.  : M     108.6    94.7    71.6    39.2    12.0    11.6     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
DL-Prec.  : M      78.2    68.2    51.6    28.3     8.7     8.4     0.0
DC(Min)     V       0.7     1.4     2.1     2.8     3.2     3.3     3.4
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     996.8   869.5   657.2   360.1   110.4   106.5     0.0
Haunch (Max)V       8.8    17.7    26.5    35.4    41.4    41.5    43.8
Deck +    : M     717.7   626.0   473.2   259.2    79.5    76.7     0.0
Haunch (Min)V       6.4    12.7    19.1    25.5    29.8    29.8    31.5
Diaphragm : M       6.8     5.0     3.3     1.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.6     2.4     1.2     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     400.4   349.2   264.0   144.6    44.3    42.8     0.0
DC(Max)     V       3.6     7.1    10.7    14.2    16.6    16.7    17.6
DL-Comp   : M     288.3   251.4   190.1   104.1    31.9    30.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.2    12.0    12.0    12.7
DL-Comp   : M     214.2   186.9   141.3    77.4    23.7    22.9     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     8.9     9.4
DL-Comp   : M      92.8    81.0    61.2    33.5    10.3     9.9     0.0
DW(Min)     V       0.8     1.6     2.5     3.3     3.9     3.9     4.1
LL + I    : M+   2841.2  2496.0  1913.4  1059.7   326.9   315.4     0.0
            V      85.0   123.2   150.9   178.6   198.0   198.2   205.7
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   103.9   127.8   152.7   178.6   198.0   198.3   205.7
            M    2497.1  2292.2  1809.9  1030.6   322.7   311.4     0.0
Total     : M+   5467.9  4786.2  3644.1  2007.6   617.5   595.8     0.0
            V     108.4   169.8   220.8   271.7   306.9   307.4   320.9
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   127.4   174.4   222.6   271.8   306.9   307.4   320.9
            M    5123.8  4582.4  3540.5  1978.5   613.3   591.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.5             39.5
Deck+Haunch            43.8             43.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.8              4.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           47.0             47.0
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(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    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     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   127.0   131.6   421.5   743.9   966.0  1079.1  1066.6
            V      98.7    95.3    95.2    86.5    74.3    56.8    44.6    32.4
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    98.7    95.3    95.2    86.5    74.3    62.1    49.8    37.6
            M       0.0   127.0   131.6   421.5   743.9   940.7  1011.9   957.5
Total     : M+      0.0   348.3   361.0  1169.6  2109.6  2773.3  3151.8  3228.7
            V     189.6   181.5   181.2   160.0   129.4    93.6    63.0    32.5
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   189.6   181.5   181.2   160.0   129.4    98.9    68.3    37.8
            M       0.0   348.3   361.0  1169.6  2109.6  2748.0  3084.7  3119.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
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      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     3.8
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     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     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     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1079.1   966.0   743.9   421.5   131.6   127.0     0.0
            V      44.6    56.8    74.3    86.5    95.2    95.3    98.7
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    49.8    62.1    74.3    86.5    95.2    95.3    98.7
            M    1011.9   940.7   743.9   421.5   131.6   127.0     0.0
Total     : M+   3151.8  2773.3  2109.6  1169.6   361.0   348.3     0.0
            V      63.0    93.6   129.4   160.0   181.2   181.5   189.6
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    68.3    98.9   129.4   160.0   181.2   181.5   189.6
            M    3084.7  2748.0  2109.6  1169.6   361.0   348.3     0.0
 


 
Span : 1, Beam : 3, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.019   0.063   0.114   0.150   0.170   0.178 
Precast-top    0.033   0.402   0.410   0.893   1.404   1.675   1.709   1.826 
Bottom         0.385   1.996   1.989   1.536   1.055   0.792   0.737   0.635 
 

 
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    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 3, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.189   0.334   0.433   0.482   0.481 
Precast-top    0.016   0.237   0.242   0.565   0.911   1.107   1.154   1.210 
Bottom         0.193   0.895   0.888   0.428  -0.067  -0.368  -0.475  -0.516 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 3,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    320.9    7.0   58.7    0.416   3.5   6.00e-3 50.0    327.8     1.337    5.493      0.58
      0.0    0.5   58.5     31.5 0.173      25.2 0.87    12.00     0.099    1.444 
Transfer:   3.00
    307.4    7.0   58.7    2.496  21.0   1.42e-3 34.0    254.7     0.599    1.360      0.00
    591.8    2.9   57.3    189.0 0.160      65.9 2.32    12.00     0.099    1.528 
Critical:   5.25
    295.2    7.0   58.7    2.848  21.0   0.12e-3 29.4    182.8     0.361    1.020      0.00
   1070.1    3.3   57.1    189.0 0.154     124.1 4.40    12.00     0.099    1.587 
0.1L    :   9.60
    271.8    7.0   58.7    3.520  21.0   0.04e-3 29.2    150.7     0.297    0.907      0.00
   1978.5    4.0   56.7    189.0 0.142     130.3 4.65    12.00     0.099    1.712 
0.2L    :  19.20
    222.6    7.0   53.0    5.208  21.0   0.36e-3 30.3    131.4     0.302    0.300      0.00
   3540.5    4.5   50.8    189.0 0.127      94.8 3.77    12.00     0.099    0.996*
0.3L    :  28.80
    174.4    7.0   55.8    5.208  21.0   1.32e-3 33.6    108.8     0.270    0.300      0.00
   4582.4    4.5   53.6    189.0 0.092      64.0 2.41    24.00     0.099    1.062 
0.4L    :  38.40
    127.4    7.0   58.6    5.208   0.0   1.58e-3 34.5     80.2     0.196    0.300      0.00
   5123.8    4.5   56.3    189.0 0.072      61.3 2.20    24.00     0.099    1.301 
0.5L    :  48.00
     81.3    7.0   58.6    5.208   0.0   1.36e-3 33.7     24.0     0.099    0.300      0.00
   5184.1    4.5   56.3    189.0 0.046      66.4 2.38    24.00     0.099    2.134 
0.6L    :  57.60
    127.4    7.0   58.6    5.208   0.0   1.58e-3 34.5     80.2     0.196    0.300      0.00
   5123.8    4.5   56.3    189.0 0.072      61.3 2.20    24.00     0.099    1.301 
0.7L    :  67.20
    174.4    7.0   55.8    5.208  21.0   1.32e-3 33.6    108.8     0.270    0.300      0.00
   4582.4    4.5   53.6    189.0 0.092      64.0 2.41    24.00     0.099    1.062 
0.8L    :  76.80
    222.6    7.0   53.0    5.208  21.0   0.36e-3 30.3    131.4     0.302    0.300      0.00
   3540.5    4.5   50.8    189.0 0.127      94.8 3.77    12.00     0.099    0.996*
0.9L    :  86.40
    271.8    7.0   58.7    3.520  21.0   0.04e-3 29.2    150.7     0.297    0.907      0.00
   1978.5    4.0   56.7    189.0 0.142     130.3 4.65    12.00     0.099    1.712 
Critical:  90.75
    295.2    7.0   58.7    2.848  21.0   0.12e-3 29.4    182.8     0.361    1.020      0.00
   1070.1    3.3   57.1    189.0 0.154     124.1 4.40    12.00     0.099    1.587 
Transfer:  93.00
    307.4    7.0   58.7    2.496  21.0   1.42e-3 34.0    254.7     0.599    1.360      0.00
    591.8    2.9   57.3    189.0 0.160      65.9 2.32    12.00     0.099    1.528 
Bearing :  95.50
    320.9    7.0   58.7    0.416   3.5   6.00e-3 50.0    327.8     1.337    5.493      0.58
      0.0    0.5   58.5     31.5 0.173      25.2 0.87    12.00     0.099    1.444 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 3
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(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
    320.9      6.10     58.69    0.49       58.45    24.00      0.160      1.633      0.324      0.533 
Transfer:      2.50
    307.4      5.97     58.69    2.88       57.26    24.00      0.160      1.589      0.297      0.533 
Critical:      4.75
    295.2      5.75     58.69    3.28       57.06    24.00      0.160      1.517      0.254      0.400 
0.1L    :      9.10
    271.8      5.33     58.69    4.03       56.68    24.00      0.160      1.376      0.170      0.356 
0.2L    :     18.70
    222.6      4.87     53.02    4.47       50.79    24.00      0.160      1.223      0.078      0.300 
0.3L    :     28.30
    174.4      3.62     55.80    4.47       53.57    24.00      0.160      0.806      0.000      0.300 
0.4L    :     37.90
    127.4      2.51     58.58    4.48       56.34    24.00      0.160      0.437      0.000      0.300 
0.5L    :     47.50
     81.3      1.60     58.58    4.48       56.34    24.00      0.160      0.135      0.000      0.300 
0.6L    :     57.10
    127.4      2.51     58.58    4.48       56.34    24.00      0.160      0.437      0.000      0.300 
0.7L    :     66.70
    174.4      3.62     55.80    4.47       53.57    24.00      0.160      0.806      0.000      0.300 
0.8L    :     76.30
    222.6      4.87     53.02    4.47       50.79    24.00      0.160      1.223      0.078      0.300 
0.9L    :     85.90
    271.8      5.33     58.69    4.03       56.68    24.00      0.160      1.376      0.170      0.356 
Critical:     90.25
    295.2      5.75     58.69    3.28       57.06    24.00      0.160      1.517      0.254      0.400 
Transfer:     92.50
    307.4      5.97     58.69    2.88       57.26    24.00      0.160      1.589      0.297      0.533 
Bearing :     95.00
    320.9      6.10     58.69    0.49       58.45    24.00      0.160      1.633      0.324      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.10 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 
At 0.2 x L = 18.70 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.3 x L = 28.30 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.4 x L = 37.90 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.5 x L = 47.50 ft
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.793            3.158            3.669
 
At 0.6 x L = 57.10 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.7 x L = 66.70 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.8 x L = 76.30 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.9 x L = 85.90 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 

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
   595.8    48.3  3.328  264.7    3.4   2.88   3441.9  0.050T 1.00       -       -     -     -  
H/2     :   2.59
   617.5    48.4  3.347  264.7    3.4   2.90   3463.0  0.050T 1.00       -       -     -     -  
0.1L    :   9.10
  2007.6    50.2  4.693  262.9    4.7   4.03   4957.3  0.035T 1.00       -       -     -     -  
0.2L    :  18.70
  3644.1    53.0  5.208  262.5    5.3   4.47   5786.0  0.031T 1.00    435.8   435.8   13.28    -  
0.3L    :  28.30
  4786.2    55.8  5.208  262.9    5.3   4.47   6111.0  0.031T 1.00    256.9   256.9   23.79    -  
0.4L    :  37.90
  5467.9    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    169.1   169.1   38.05    -  
0.5L    :  47.50
  5670.5    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    128.9   128.9   49.93    -  
0.6L    :  57.10
  5467.9    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    169.1   169.1   38.05    -  
0.7L    :  66.70
  4786.2    55.8  5.208  262.9    5.3   4.47   6111.0  0.031T 1.00    256.9   256.9   23.79    -  
0.8L    :  76.30
  3644.1    53.0  5.208  262.5    5.3   4.47   5786.0  0.031T 1.00    435.8   435.8   13.28    -  
0.9L    :  85.90
  2007.6    50.2  4.693  262.9    4.7   4.03   4957.3  0.035T 1.00       -       -     -     -  
H/2     :  92.41
   617.5    48.4  3.347  264.7    3.4   2.90   3463.0  0.050T 1.00       -       -     -     -  
Transfer:  92.50
   595.8    48.3  3.328  264.7    3.4   2.88   3441.9  0.050T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.209
 
  2   2 E  50.50 Ft     0.423
        M   6.00 Fb     0.120
 
  3   2 E  48.50 Ft     0.798
        M   4.00 Fb     0.050
 
  4   2 E  46.50 Ft     1.150
        M   2.00 Fb    -0.001
 
  5   2 E   6.00 Ft     1.067
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.984
        M   6.00 Fb     0.586
 
  7   2 E   4.00 Ft     0.877
        M   4.00 Fb     0.898
 
  8   2 E   4.00 Ft     0.771
        M   4.00 Fb     1.210
 
  9   2 E   4.00 Ft     0.664
        M   4.00 Fb     1.522
 
 10   2 E   2.00 Ft     0.534
        M   2.00 Fb     1.853
 
 11   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.184
 
 12   2 E   2.00 Ft     0.274
        M   2.00 Fb     2.514
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 96.00            Release Length, ft: 96.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   6           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.96 %               Final losses: 14.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.687   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6436.04     5670.50     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   0.178     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.826     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.996    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.210     Midspan
    Pre.Bot:                                                             2.000   0.895    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.793            3.158            3.669
 
Positive values indicate upward deflection.

Span: 1, Beam: 4
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  7.50 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Interior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.010      0.00       0.010   95.00
     DC  Line       0.070      0.00       0.070   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.000 ft
Release length = 96.000 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.638   (Calculated)    
Live Moment (1  lane  loaded)  : 0.451   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.007   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.843   (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                  =        638.7 in2           1230.6 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           572063 in4#
Ht. of c.g.           =        24.37 in             40.70 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1402.3 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.10    18.70    28.30    37.90    47.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.9    670.0    670.0    670.0    670.0    670.0    670.0    670.0
  Yb      ,  in    24.29    23.88    23.88    23.79    23.66    23.53    23.40    23.40
  MI(Ixx) , in4   215463   218230   218247   219530   221812   224555   227759   227759
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1235.5   1260.1   1260.1   1260.1   1260.1   1260.1   1260.1   1260.1
  Yb      ,  in    40.60    40.07    40.07    40.03    39.96    39.90    39.83    39.83
  MI(Ixx) , in4   575378   592661   592703   595708   600514   605766   611461   611461

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.40 ft from member end )
END PATTERN (Ycg = 14.79 in):
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.091 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.114 ft
Holddown Force        =  24.533 kips     Beam Shrtng (PL/AE)   =      0.432 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)       
--------------------------------------------------------------------------------------
      2306.144         740 1706.546     15.770 63870.141   851.569     245.098        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#5[M16]       60.00        0.62      12.75       5.3750      6.4380     No
      2      US#5[M16]       60.00        0.62      13.50*      6.4380     12.0699     No
      2      US#4[M13]       60.00        0.40      13.50*      5.8750     12.6250    Yes
      2      US#4[M13]       60.00        0.40      16.00*     12.6250     83.3750    Yes
      2      US#4[M13]       60.00        0.40      13.50*     83.3750     90.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      90.1250     92.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50*     83.9301     89.5620     No
      2      US#5[M16]       60.00        0.62      12.75      89.5620     90.6250     No
      2      US#5[M16]       60.00        0.62      12.00      90.6250     91.6250     No
      2      US#5[M16]       60.00        0.62      10.50      91.6250     92.5000     No
      2      US#5[M16]       60.00        0.62       9.00      92.5000     94.7500     No
      2      US#5[M16]       60.00        0.62       7.50      94.7500     95.3750     No
      2      US#5[M16]       60.00        0.62       3.00      95.3750     95.6250     No
      2      US#4[M13]       60.00        0.40       9.00      92.1250     95.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      94.8750     95.8750     No
 
* The stirrups spacing for vertical shear are bigger than the maximum spacing allowed.
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.67 in
         P_init    =     1020.9 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.228 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.42 ksi    0.00 ksi
    due to Composite Loads                                 -2.28 ksi    0.00 ksi
    due to Live Loads                                      -6.32 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                        14.53 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.61 ksi  ( 7.96 %)            12.82 ksi ( 6.54 %)
Total Prestress Losses                                    28.43 ksi (14.50 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.6 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   180.2   186.8   605.5  1093.4  1426.3  1623.6  1674.6
            V     117.5   113.3   113.1   102.0    86.2    70.4    48.6    32.8
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   117.5   113.3   113.1   102.1    87.2    73.0    59.4    46.4
            M      -0.0   178.0   184.4   588.9  1034.2  1309.8  1426.9  1396.7
Total     : M+      0.0   401.5   416.1  1353.6  2459.1  3233.5  3696.3  3836.8
            V     208.4   199.4   199.1   175.5   141.4   107.2    67.1    32.9
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   208.4   199.4   199.1   175.6   142.4   109.8    77.9    46.5
            M      -0.0   399.2   413.7  1337.0  2399.9  3117.1  3499.7  3558.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     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
Deck +    : M     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1623.6  1426.3  1093.4   605.5   186.8   180.2     0.0
            V      48.6    70.4    86.2   102.0   113.1   113.3   117.5
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    59.4    73.0    87.2   102.1   113.1   113.3   117.5
            M    1426.9  1309.8  1034.2   588.9   184.4   178.0     0.0
Total     : M+   3696.3  3233.5  2459.1  1353.6   416.1   401.5     0.0
            V      67.1   107.2   141.4   175.5   199.1   199.4   208.4
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    77.9   109.8   142.4   175.6   199.1   199.4   208.4
            M    3499.7  3117.1  2399.9  1337.0   413.7   399.2     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.6             31.6
Deck+Haunch            35.0             35.0
Diaphragm               0.1              0.1
DL-Prec.(DC)            3.8              3.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           31.3             31.3
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   144.2   149.4   484.4   874.7  1141.0  1298.8  1339.7
            V      94.0    90.6    90.5    81.6    69.0    56.3    38.9    26.2
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    94.0    90.6    90.5    81.7    69.8    58.4    47.5    37.1
            M      -0.0   142.4   147.5   471.1   827.4  1047.9  1141.5  1117.3
Total     : M+      0.0   365.5   378.8  1232.5  2240.4  2948.3  3371.6  3501.9
            V     184.9   176.7   176.4   155.1   124.1    93.1    57.4    26.3
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   184.9   176.8   176.4   155.2   125.0    95.2    66.0    37.2
            M      -0.0   363.6   376.9  1219.2  2193.1  2855.1  3214.3  3279.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     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
Deck +    : M     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     0.4     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1298.8  1141.0   874.7   484.4   149.4   144.2     0.0
            V      38.9    56.3    69.0    81.6    90.5    90.6    94.0
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    47.5    58.4    69.8    81.7    90.5    90.6    94.0
            M    1141.5  1047.9   827.4   471.1   147.5   142.4     0.0
Total     : M+   3371.6  2948.3  2240.4  1232.5   378.8   365.5     0.0
            V      57.4    93.1   124.1   155.1   176.4   176.7   184.9
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    66.0    95.2   125.0   155.2   176.4   176.8   184.9
            M    3214.3  2855.1  2193.1  1219.2   376.9   363.6     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    96.2    99.7   325.0   593.3   784.9   899.9   938.2
(Max)       V      39.5    37.4    37.3    31.9    24.0    16.0     8.0     0.0
Self wt.  : M       0.0    69.2    71.8   234.0   427.2   565.1   647.9   675.5
(Min)       V      28.4    26.9    26.9    23.0    17.2    11.5     5.7     0.0
DL-Prec.  : M       0.0    11.6    12.0    39.2    71.6    94.7   108.6   113.3
DC(Max)     V       4.8     4.5     4.5     3.9     2.9     1.9     1.0     0.0
DL-Prec.  : M       0.0     8.4     8.7    28.3    51.6    68.2    78.2    81.5
DC(Min)     V       3.4     3.3     3.2     2.8     2.1     1.4     0.7     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0   106.5   110.4   360.1   657.2   869.5   996.8  1039.3
Haunch (Max)V      43.8    41.5    41.4    35.4    26.5    17.7     8.8     0.0
Deck +    : M       0.0    76.7    79.5   259.2   473.2   626.0   717.7   748.3
Haunch (Min)V      31.5    29.8    29.8    25.5    19.1    12.7     6.4     0.0
Diaphragm : M       0.0     0.4     0.5     1.6     3.3     5.0     6.8     8.5
(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     1.2     2.4     3.6     4.9     6.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.8    44.3   144.6   264.0   349.2   400.4   417.4
DC(Max)     V      17.6    16.7    16.6    14.2    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    30.8    31.9   104.1   190.1   251.4   288.3   300.5
DC(Min)     V      12.7    12.0    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    22.9    23.7    77.4   141.3   186.9   214.2   223.4
DW(Max)     V       9.4     8.9     8.9     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0     9.9    10.3    33.5    61.2    81.0    92.8    96.8
DW(Min)     V       4.1     3.9     3.9     3.3     2.5     1.6     0.8     0.0
LL + I    : M+      0.0   315.4   326.9  1059.7  1913.4  2496.0  2841.2  2930.6
            V     205.7   198.2   198.0   178.6   150.9   123.2    85.0    57.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   205.7   198.3   198.0   178.6   152.7   127.8   103.9    81.2
            M      -0.0   311.4   322.7  1030.6  1809.9  2292.2  2497.1  2444.2
Total     : M+      0.0   595.8   617.5  2007.6  3644.1  4786.2  5467.9  5670.5
            V     320.9   307.4   306.9   271.7   220.8   169.8   108.4    57.5
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   320.9   307.4   306.9   271.8   222.6   174.4   127.4    81.3
            M      -0.0   591.8   613.3  1978.5  3540.5  4582.4  5123.8  5184.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     899.9   784.9   593.3   325.0    99.7    96.2     0.0
(Max)       V       8.0    16.0    24.0    31.9    37.3    37.4    39.5
Self wt.  : M     647.9   565.1   427.2   234.0    71.8    69.2     0.0
(Min)       V       5.7    11.5    17.2    23.0    26.9    26.9    28.4
DL-Prec.  : M     108.6    94.7    71.6    39.2    12.0    11.6     0.0
DC(Max)     V       1.0     1.9     2.9     3.9     4.5     4.5     4.8
DL-Prec.  : M      78.2    68.2    51.6    28.3     8.7     8.4     0.0
DC(Min)     V       0.7     1.4     2.1     2.8     3.2     3.3     3.4
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     996.8   869.5   657.2   360.1   110.4   106.5     0.0
Haunch (Max)V       8.8    17.7    26.5    35.4    41.4    41.5    43.8
Deck +    : M     717.7   626.0   473.2   259.2    79.5    76.7     0.0
Haunch (Min)V       6.4    12.7    19.1    25.5    29.8    29.8    31.5
Diaphragm : M       6.8     5.0     3.3     1.6     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       4.9     3.6     2.4     1.2     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     400.4   349.2   264.0   144.6    44.3    42.8     0.0
DC(Max)     V       3.6     7.1    10.7    14.2    16.6    16.7    17.6
DL-Comp   : M     288.3   251.4   190.1   104.1    31.9    30.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.2    12.0    12.0    12.7
DL-Comp   : M     214.2   186.9   141.3    77.4    23.7    22.9     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     8.9     9.4
DL-Comp   : M      92.8    81.0    61.2    33.5    10.3     9.9     0.0
DW(Min)     V       0.8     1.6     2.5     3.3     3.9     3.9     4.1
LL + I    : M+   2841.2  2496.0  1913.4  1059.7   326.9   315.4     0.0
            V      85.0   123.2   150.9   178.6   198.0   198.2   205.7
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   103.9   127.8   152.7   178.6   198.0   198.3   205.7
            M    2497.1  2292.2  1809.9  1030.6   322.7   311.4     0.0
Total     : M+   5467.9  4786.2  3644.1  2007.6   617.5   595.8     0.0
            V     108.4   169.8   220.8   271.7   306.9   307.4   320.9
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   127.4   174.4   222.6   271.8   306.9   307.4   320.9
            M    5123.8  4582.4  3540.5  1978.5   613.3   591.8     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.5             39.5
Deck+Haunch            43.8             43.8
Diaphragm               0.2              0.2
DL-Prec.(DC)            4.8              4.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           47.0             47.0
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     9.3     9.6    31.4    57.3    75.8    86.9    90.6
DC(Max)     V       3.8     3.6     3.6     3.1     2.3     1.5     0.8     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    85.2    88.3   288.0   525.8   695.6   797.4   831.4
Haunch (Max)V      35.0    33.2    33.1    28.3    21.2    14.2     7.1     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.4     0.4     1.3     2.7     4.0     5.4     6.8
(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    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     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   127.0   131.6   421.5   743.9   966.0  1079.1  1066.6
            V      98.7    95.3    95.2    86.5    74.3    56.8    44.6    32.4
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    98.7    95.3    95.2    86.5    74.3    62.1    49.8    37.6
            M       0.0   127.0   131.6   421.5   743.9   940.7  1011.9   957.5
Total     : M+      0.0   348.3   361.0  1169.6  2109.6  2773.3  3151.8  3228.7
            V     189.6   181.5   181.2   160.0   129.4    93.6    63.0    32.5
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   189.6   181.5   181.2   160.0   129.4    98.9    68.3    37.8
            M       0.0   348.3   361.0  1169.6  2109.6  2748.0  3084.7  3119.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
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      86.9    75.8    57.3    31.4     9.6     9.3     0.0
DC(Max)     V       0.8     1.5     2.3     3.1     3.6     3.6     3.8
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     797.4   695.6   525.8   288.0    88.3    85.2     0.0
Haunch (Max)V       7.1    14.1    21.2    28.3    33.1    33.2    35.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       5.4     4.0     2.7     1.3     0.4     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     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1079.1   966.0   743.9   421.5   131.6   127.0     0.0
            V      44.6    56.8    74.3    86.5    95.2    95.3    98.7
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    49.8    62.1    74.3    86.5    95.2    95.3    98.7
            M    1011.9   940.7   743.9   421.5   131.6   127.0     0.0
Total     : M+   3151.8  2773.3  2109.6  1169.6   361.0   348.3     0.0
            V      63.0    93.6   129.4   160.0   181.2   181.5   189.6
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    68.3    98.9   129.4   160.0   181.2   181.5   189.6
            M    3084.7  2748.0  2109.6  1169.6   361.0   348.3     0.0
 


 
Span : 1, Beam : 4, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.019   0.019   0.063   0.114   0.150   0.170   0.178 
Precast-top    0.033   0.402   0.410   0.893   1.404   1.675   1.709   1.826 
Bottom         0.385   1.996   1.989   1.536   1.055   0.792   0.737   0.635 
 

 
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    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 4, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.057   0.059   0.189   0.334   0.433   0.482   0.481 
Precast-top    0.016   0.237   0.242   0.565   0.911   1.107   1.154   1.210 
Bottom         0.193   0.895   0.888   0.428  -0.067  -0.368  -0.475  -0.516 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 4,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    320.9    7.0   58.7    0.416   3.5   6.00e-3 50.0    327.8     1.337    5.493      0.58
      0.0    0.5   58.5     31.5 0.173      25.2 0.87    12.00     0.099    1.444 
Transfer:   3.00
    307.4    7.0   58.7    2.496  21.0   1.42e-3 34.0    254.7     0.599    1.360      0.00
    591.8    2.9   57.3    189.0 0.160      65.9 2.32    12.00     0.099    1.528 
Critical:   5.25
    295.2    7.0   58.7    2.848  21.0   0.12e-3 29.4    182.8     0.361    1.020      0.00
   1070.1    3.3   57.1    189.0 0.154     124.1 4.40    12.00     0.099    1.587 
0.1L    :   9.60
    271.8    7.0   58.7    3.520  21.0   0.04e-3 29.2    150.7     0.297    0.907      0.00
   1978.5    4.0   56.7    189.0 0.142     130.3 4.65    12.00     0.099    1.712 
0.2L    :  19.20
    222.6    7.0   53.0    5.208  21.0   0.36e-3 30.3    131.4     0.302    0.300      0.00
   3540.5    4.5   50.8    189.0 0.127      94.8 3.77    12.00     0.099    0.996*
0.3L    :  28.80
    174.4    7.0   55.8    5.208  21.0   1.32e-3 33.6    108.8     0.270    0.300      0.00
   4582.4    4.5   53.6    189.0 0.092      64.0 2.41    24.00     0.099    1.062 
0.4L    :  38.40
    127.4    7.0   58.6    5.208   0.0   1.58e-3 34.5     80.2     0.196    0.300      0.00
   5123.8    4.5   56.3    189.0 0.072      61.3 2.20    24.00     0.099    1.301 
0.5L    :  48.00
     81.3    7.0   58.6    5.208   0.0   1.36e-3 33.7     24.0     0.099    0.300      0.00
   5184.1    4.5   56.3    189.0 0.046      66.4 2.38    24.00     0.099    2.134 
0.6L    :  57.60
    127.4    7.0   58.6    5.208   0.0   1.58e-3 34.5     80.2     0.196    0.300      0.00
   5123.8    4.5   56.3    189.0 0.072      61.3 2.20    24.00     0.099    1.301 
0.7L    :  67.20
    174.4    7.0   55.8    5.208  21.0   1.32e-3 33.6    108.8     0.270    0.300      0.00
   4582.4    4.5   53.6    189.0 0.092      64.0 2.41    24.00     0.099    1.062 
0.8L    :  76.80
    222.6    7.0   53.0    5.208  21.0   0.36e-3 30.3    131.4     0.302    0.300      0.00
   3540.5    4.5   50.8    189.0 0.127      94.8 3.77    12.00     0.099    0.996*
0.9L    :  86.40
    271.8    7.0   58.7    3.520  21.0   0.04e-3 29.2    150.7     0.297    0.907      0.00
   1978.5    4.0   56.7    189.0 0.142     130.3 4.65    12.00     0.099    1.712 
Critical:  90.75
    295.2    7.0   58.7    2.848  21.0   0.12e-3 29.4    182.8     0.361    1.020      0.00
   1070.1    3.3   57.1    189.0 0.154     124.1 4.40    12.00     0.099    1.587 
Transfer:  93.00
    307.4    7.0   58.7    2.496  21.0   1.42e-3 34.0    254.7     0.599    1.360      0.00
    591.8    2.9   57.3    189.0 0.160      65.9 2.32    12.00     0.099    1.528 
Bearing :  95.50
    320.9    7.0   58.7    0.416   3.5   6.00e-3 50.0    327.8     1.337    5.493      0.58
      0.0    0.5   58.5     31.5 0.173      25.2 0.87    12.00     0.099    1.444 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 4
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(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
    320.9      6.10     58.69    0.49       58.45    24.00      0.160      1.633      0.324      0.533 
Transfer:      2.50
    307.4      5.97     58.69    2.88       57.26    24.00      0.160      1.589      0.297      0.533 
Critical:      4.75
    295.2      5.75     58.69    3.28       57.06    24.00      0.160      1.517      0.254      0.400 
0.1L    :      9.10
    271.8      5.33     58.69    4.03       56.68    24.00      0.160      1.376      0.170      0.356 
0.2L    :     18.70
    222.6      4.87     53.02    4.47       50.79    24.00      0.160      1.223      0.078      0.300 
0.3L    :     28.30
    174.4      3.62     55.80    4.47       53.57    24.00      0.160      0.806      0.000      0.300 
0.4L    :     37.90
    127.4      2.51     58.58    4.48       56.34    24.00      0.160      0.437      0.000      0.300 
0.5L    :     47.50
     81.3      1.60     58.58    4.48       56.34    24.00      0.160      0.135      0.000      0.300 
0.6L    :     57.10
    127.4      2.51     58.58    4.48       56.34    24.00      0.160      0.437      0.000      0.300 
0.7L    :     66.70
    174.4      3.62     55.80    4.47       53.57    24.00      0.160      0.806      0.000      0.300 
0.8L    :     76.30
    222.6      4.87     53.02    4.47       50.79    24.00      0.160      1.223      0.078      0.300 
0.9L    :     85.90
    271.8      5.33     58.69    4.03       56.68    24.00      0.160      1.376      0.170      0.356 
Critical:     90.25
    295.2      5.75     58.69    3.28       57.06    24.00      0.160      1.517      0.254      0.400 
Transfer:     92.50
    307.4      5.97     58.69    2.88       57.26    24.00      0.160      1.589      0.297      0.533 
Bearing :     95.00
    320.9      6.10     58.69    0.49       58.45    24.00      0.160      1.633      0.324      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.10 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 
At 0.2 x L = 18.70 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.3 x L = 28.30 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.4 x L = 37.90 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.5 x L = 47.50 ft
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.793            3.158            3.669
 
At 0.6 x L = 57.10 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.7 x L = 66.70 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.8 x L = 76.30 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.9 x L = 85.90 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 

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
   595.8    48.3  3.328  264.7    3.4   2.88   3441.9  0.050T 1.00       -       -     -     -  
H/2     :   2.59
   617.5    48.4  3.347  264.7    3.4   2.90   3463.0  0.050T 1.00       -       -     -     -  
0.1L    :   9.10
  2007.6    50.2  4.693  262.9    4.7   4.03   4957.3  0.035T 1.00       -       -     -     -  
0.2L    :  18.70
  3644.1    53.0  5.208  262.5    5.3   4.47   5786.0  0.031T 1.00    435.8   435.8   13.28    -  
0.3L    :  28.30
  4786.2    55.8  5.208  262.9    5.3   4.47   6111.0  0.031T 1.00    256.9   256.9   23.79    -  
0.4L    :  37.90
  5467.9    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    169.1   169.1   38.05    -  
0.5L    :  47.50
  5670.5    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    128.9   128.9   49.93    -  
0.6L    :  57.10
  5467.9    58.6  5.208  263.2    5.3   4.48   6436.0  0.031T 1.00    169.1   169.1   38.05    -  
0.7L    :  66.70
  4786.2    55.8  5.208  262.9    5.3   4.47   6111.0  0.031T 1.00    256.9   256.9   23.79    -  
0.8L    :  76.30
  3644.1    53.0  5.208  262.5    5.3   4.47   5786.0  0.031T 1.00    435.8   435.8   13.28    -  
0.9L    :  85.90
  2007.6    50.2  4.693  262.9    4.7   4.03   4957.3  0.035T 1.00       -       -     -     -  
H/2     :  92.41
   617.5    48.4  3.347  264.7    3.4   2.90   3463.0  0.050T 1.00       -       -     -     -  
Transfer:  92.50
   595.8    48.3  3.328  264.7    3.4   2.88   3441.9  0.050T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.209
 
  2   2 E  50.50 Ft     0.423
        M   6.00 Fb     0.120
 
  3   2 E  48.50 Ft     0.798
        M   4.00 Fb     0.050
 
  4   2 E  46.50 Ft     1.150
        M   2.00 Fb    -0.001
 
  5   2 E   6.00 Ft     1.067
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.984
        M   6.00 Fb     0.586
 
  7   2 E   4.00 Ft     0.877
        M   4.00 Fb     0.898
 
  8   2 E   4.00 Ft     0.771
        M   4.00 Fb     1.210
 
  9   2 E   4.00 Ft     0.664
        M   4.00 Fb     1.522
 
 10   2 E   2.00 Ft     0.534
        M   2.00 Fb     1.853
 
 11   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.184
 
 12   2 E   2.00 Ft     0.274
        M   2.00 Fb     2.514
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 96.00            Release Length, ft: 96.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   6           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.96 %               Final losses: 14.50 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.687   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6436.04     5670.50     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   0.178     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.826     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.996    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.210     Midspan
    Pre.Bot:                                                             2.000   0.895    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.793            3.158            3.669
 
Positive values indicate upward deflection.

Span: 1, Beam: 5
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-D                            Bridge Width       =  36.17 ft
Type      : I-Girder                            Curb-to-curb       =  33.00 ft
Flng width: Top = 20.000 in    Bot = 22.000 in  Beam Spac. Lt./Rt. =   7.50/  3.08 ft
     thick: Top =  6.000 in    Bot =  8.000 in  Lane width         =  12.00 ft
Stems     : No  =  1                            Number of lanes    =   2
            Top =  7.000 in                     Interior/Exterior  =   Exterior
            Bot =  7.000 in                     Start Skew Angle   =  60.00 degrees
                                                End Skew Angle     =  60.00 degrees
Shear width     =  7.000 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     =  20.000 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       0.056      0.00       0.056   95.00
     DC  Line       0.010      0.00       0.010   95.00
     DC  Line       0.064      0.00       0.064   95.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    47.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 96.000 ft
Release length = 96.000 ft
Design  length = 95.000 ft
 
Kern points:
------------
Upper    =   38.18 in
Lower    =   13.01 in
 
DISTRIBUTION FACTORS (Art. 4.6.2.2):
------------------------------------
Type k, with deck
 
Live Moment (2+ lanes loaded)  : 0.596   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.758   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.816   (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                  =        638.7 in2           1178.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           554900 in4#
Ht. of c.g.           =        24.37 in             39.92 in#
Density               =       150.00 pcf           150.00 pcf
Lambda                =         1.00                 1.00 
Self-weight           =        665.3 plf           1337.8 plf   
Mom. of Inertia (Iyy) =      14667.0 in4   
Poisson's Ratio       =          0.2
Thermal coeff.        =  0.000006000 1/F  
 
(#) Of Total Section using Ect/Ec = 0.8367

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

Use transformed strand and rebar: Strand Only
 
TRANSFORMED SECTION PROPERTIES:  
                 Bearing    Trans      H/2    0.10L    0.20L    0.30L    0.40L  Midspan
  Location,  ft     0.00     2.50     2.59     9.10    18.70    28.30    37.90    47.50
 
Precast: (At Release, using Ec =  4066.8 ksi )
  Area    , in2    643.9    670.0    670.0    670.0    670.0    670.0    670.0    670.0
  Yb      ,  in    24.29    23.88    23.88    23.79    23.66    23.53    23.40    23.40
  MI(Ixx) , in4   215463   218230   218247   219530   221812   224555   227759   227759
Composite: (At Final, using Ec =  4286.8 ksi )
  Area    , in2   1183.7   1208.2   1208.2   1208.2   1208.2   1208.2   1208.2   1208.2
  Yb      ,  in    39.82    39.29    39.29    39.24    39.17    39.11    39.04    39.04
  MI(Ixx) , in4   558019   574299   574340   577258   581936   587057   592623   592623

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       4.50  ksi   
  Elasticity         =     4066.8 ksi   
  Max comp           =       2.92 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.51 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       5.00 ksi           4.00 ksi
  Elasticity         =    4286.83 ksi        3586.62 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:  24 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 38.40 ft from member end )
END PATTERN (Ycg = 14.79 in):
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in     2 @ 46.500 in
     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 3.67 in):
(A) Draped:
     2 @  2.000 in     2 @  4.000 in     2 @  6.000 in
(B) Straight:
     8 @  2.000 in     6 @  4.000 in     4 @  6.000 in
 
Strand Diameter       =    0.60 in       Tensile Strength(fpu) =      270.0 ksi
Strand Area           =    0.22 in2      Initial Prestress     =  0.73 fpu =   196.0 ksi
Total Strand Area     =    5.21 in2      Initial Pull          =     1020.9 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     12.040 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     15.050 ft
Holddown Force        =  24.533 kips     Beam Shrtng (PL/AE)   =      0.432 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)       
--------------------------------------------------------------------------------------
      2306.144         740 1706.546     15.770 63870.141   851.569     245.098        
 
 
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#5[M16]       60.00        0.62       3.00       0.1250      1.1250     No
      2      US#4[M13]       60.00        0.40       9.00       0.1250      3.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00       0.3750      0.6250     No
      2      US#5[M16]       60.00        0.62       7.50       0.6250      1.2500     No
      2      US#5[M16]       60.00        0.62       9.00       1.2500      3.5000     No
      2      US#5[M16]       60.00        0.62      10.50       3.5000      4.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#5[M16]       60.00        0.62      12.75       5.3750      6.4380     No
      2      US#5[M16]       60.00        0.62      13.50       6.4380     12.0699     No
      2      US#4[M13]       60.00        0.40      13.50       5.8750     12.6250    Yes
      2      US#4[M13]       60.00        0.40      16.00      12.6250     83.3750    Yes
      2      US#4[M13]       60.00        0.40      13.50      83.3750     90.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00      90.1250     92.1250    Yes
      2      US#5[M16]       60.00        0.62      13.50      83.9301     89.5620     No
      2      US#5[M16]       60.00        0.62      12.75      89.5620     90.6250     No
      2      US#5[M16]       60.00        0.62      12.00      90.6250     91.6250     No
      2      US#5[M16]       60.00        0.62      10.50      91.6250     92.5000     No
      2      US#5[M16]       60.00        0.62       9.00      92.5000     94.7500     No
      2      US#5[M16]       60.00        0.62       7.50      94.7500     95.3750     No
      2      US#5[M16]       60.00        0.62       3.00      95.3750     95.6250     No
      2      US#4[M13]       60.00        0.40       9.00      92.1250     95.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00      94.8750     95.8750     No
 
Top Steel:
 
  #bars    Size   Dist. from Top  Area  Start    End   Side Cover 
                       (in)      (in2)   (ft)    (ft)     (in)    
------------------------------------------------------------------
      1 US#4[M13]           2.00 0.200  0.0000  4.0000       8.00 
      1 US#4[M13]           2.00 0.200 92.0000 96.0000       8.00 
      2 US#5[M16]           2.00 0.620  0.0000 30.8333       3.00 
      2 US#5[M16]           2.00 0.620 63.1667 96.0000       3.00 
      2 US#6[M19]           2.00 0.880 30.4167 65.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 5.2080 in2       Ycg =  3.67 in
         P_init    =     1020.9 kips  Ecc = 20.70 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4067 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    15.61 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.228 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.28 ksi    0.00 ksi
    due to Composite Loads                                 -2.30 ksi    0.00 ksi
    due to Live Loads                                      -6.40 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                        14.53 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 15.61 ksi  ( 7.96 %)            12.86 ksi ( 6.56 %)
Total Prestress Losses                                    28.47 ksi (14.52 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.5 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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    15.0    15.6    50.8    92.8   122.8   140.7   146.7
DC(Max)     V       6.2     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.8    80.6   262.8   479.7   634.7   727.6   758.6
Haunch (Max)V      31.9    30.3    30.2    25.8    19.4    12.9     6.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   180.8   187.4   607.4  1096.7  1430.6  1628.5  1679.7
            V      95.3    91.9    91.7    82.8    69.9    57.1    39.4    26.6
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    95.3    91.9    91.8    82.8    70.8    59.2    48.2    37.6
            M      -0.0   178.5   185.0   590.7  1037.4  1313.8  1431.3  1400.9
Total     : M+      0.0   400.2   414.7  1349.0  2450.6  3222.0  3682.6  3821.9
            V     185.4   177.3   176.9   155.6   124.6    93.6    57.7    26.6
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   185.4   177.3   177.0   155.7   125.4    95.7    66.4    37.7
            M      -0.0   397.9   412.3  1332.3  2391.2  3105.1  3485.4  3543.1
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M     140.7   122.8    92.8    50.8    15.6    15.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     727.6   634.7   479.7   262.8    80.6    77.8     0.0
Haunch (Max)V       6.5    12.9    19.4    25.8    30.2    30.3    31.9
Diaphragm : M       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1628.5  1430.6  1096.7   607.4   187.4   180.8     0.0
            V      39.4    57.1    69.9    82.8    91.7    91.9    95.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    48.2    59.2    70.8    82.8    91.8    91.9    95.3
            M    1431.3  1313.8  1037.4   590.7   185.0   178.5     0.0
Total     : M+   3682.6  3222.0  2450.6  1349.0   414.7   400.2     0.0
            V      57.7    93.6   124.6   155.6   176.9   177.3   185.4
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    66.4    95.7   125.4   155.7   177.0   177.3   185.4
            M    3485.4  3105.1  2391.2  1332.3   412.3   397.9     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               31.6             31.6
Deck+Haunch            31.9             31.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.2              6.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           70.3             70.3
DL-Comp.(DW)           31.3             31.3
Live                   95.3             95.3
        Truck          64.9             64.9
        Lane           30.4             30.4
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     0.0
DL-Prec.  : M       0.0    15.0    15.6    50.8    92.8   122.8   140.7   146.7
DC(Max)     V       6.2     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.8    80.6   262.8   479.7   634.7   727.6   758.6
Haunch (Max)V      31.9    30.3    30.2    25.8    19.4    12.9     6.5     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     0.0
LL + I    : M+      0.0   144.6   149.9   485.9   877.4  1144.5  1302.8  1343.8
            V      76.3    73.5    73.4    66.2    55.9    45.7    31.5    21.3
LL + I    : M-     -0.0    -0.0    -0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    76.3    73.5    73.4    66.2    56.6    47.4    38.5    30.1
            M      -0.0   142.8   148.0   472.6   829.9  1051.0  1145.0  1120.8
Total     : M+      0.0   364.0   377.3  1227.5  2231.2  2935.8  3356.9  3485.9
            V     166.4   158.9   158.6   139.1   110.6    82.1    49.8    21.3
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   166.4   158.9   158.6   139.1   111.3    83.8    56.8    30.2
            M      -0.0   362.2   375.3  1214.2  2183.7  2842.4  3199.1  3262.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
DL-Prec.  : M     140.7   122.8    92.8    50.8    15.6    15.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     727.6   634.7   479.7   262.8    80.6    77.8     0.0
Haunch (Max)V       6.5    12.9    19.4    25.8    30.2    30.3    31.9
Diaphragm : M       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
LL + I    : M+   1302.8  1144.5   877.4   485.9   149.9   144.6     0.0
            V      31.5    45.7    55.9    66.2    73.4    73.5    76.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    38.5    47.4    56.6    66.2    73.4    73.5    76.3
            M    1145.0  1051.0   829.9   472.6   148.0   142.8     0.0
Total     : M+   3356.9  2935.8  2231.2  1227.5   377.3   364.0     0.0
            V      49.8    82.1   110.6   139.1   158.6   158.9   166.4
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    56.8    83.8   111.3   139.1   158.6   158.9   166.4
            M    3199.1  2842.4  2183.7  1214.2   375.3   362.2     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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    96.2    99.7   325.0   593.3   784.9   899.9   938.2
(Max)       V      39.5    37.4    37.3    31.9    24.0    16.0     8.0     0.0
Self wt.  : M       0.0    69.2    71.8   234.0   427.2   565.1   647.9   675.5
(Min)       V      28.4    26.9    26.9    23.0    17.2    11.5     5.7     0.0
DL-Prec.  : M       0.0    18.8    19.5    63.5   116.0   153.4   175.9   183.4
DC(Max)     V       7.7     7.3     7.3     6.2     4.7     3.1     1.6     0.0
DL-Prec.  : M       0.0    13.5    14.0    45.8    83.5   110.5   126.7   132.1
DC(Min)     V       5.6     5.3     5.3     4.5     3.4     2.2     1.1     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    97.2   100.7   328.5   599.7   793.3   909.5   948.3
Haunch (Max)V      39.9    37.8    37.7    32.3    24.2    16.1     8.1     0.0
Deck +    : M       0.0    70.0    72.5   236.5   431.8   571.2   654.9   682.8
Haunch (Min)V      28.7    27.2    27.2    23.2    17.4    11.6     5.8     0.0
Diaphragm : M       0.0     0.2     0.2     0.8     1.7     2.5     3.4     4.2
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.2     0.2     0.6     1.2     1.8     2.4     3.1
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    42.8    44.3   144.6   264.0   349.2   400.4   417.4
DC(Max)     V      17.6    16.7    16.6    14.2    10.7     7.1     3.6     0.0
DL-Comp   : M       0.0    30.8    31.9   104.1   190.1   251.4   288.3   300.5
DC(Min)     V      12.7    12.0    12.0    10.2     7.7     5.1     2.6     0.0
DL-Comp   : M       0.0    22.9    23.7    77.4   141.3   186.9   214.2   223.4
DW(Max)     V       9.4     8.9     8.9     7.6     5.7     3.8     1.9     0.0
DL-Comp   : M       0.0     9.9    10.3    33.5    61.2    81.0    92.8    96.8
DW(Min)     V       4.1     3.9     3.9     3.3     2.5     1.6     0.8     0.0
LL + I    : M+      0.0   316.4   327.9  1062.9  1919.3  2503.6  2849.9  2939.5
            V     166.8   160.8   160.5   144.8   122.4    99.9    68.9    46.5
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   166.8   160.8   160.6   144.9   123.8   103.6    84.3    65.8
            M      -0.0   312.4   323.7  1033.7  1815.4  2299.2  2504.7  2451.6
Total     : M+      0.0   594.4   616.1  2002.9  3635.1  4773.9  5453.2  5654.4
            V     281.0   269.0   268.5   237.2   191.6   146.1    92.1    46.6
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   281.0   269.0   268.6   237.2   193.1   149.8   107.4    65.9
            M      -0.0   590.4   611.9  1973.7  3531.2  4569.5  5108.0  5166.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     899.9   784.9   593.3   325.0    99.7    96.2     0.0
(Max)       V       8.0    16.0    24.0    31.9    37.3    37.4    39.5
Self wt.  : M     647.9   565.1   427.2   234.0    71.8    69.2     0.0
(Min)       V       5.7    11.5    17.2    23.0    26.9    26.9    28.4
DL-Prec.  : M     175.9   153.4   116.0    63.5    19.5    18.8     0.0
DC(Max)     V       1.6     3.1     4.7     6.2     7.3     7.3     7.7
DL-Prec.  : M     126.7   110.5    83.5    45.8    14.0    13.5     0.0
DC(Min)     V       1.1     2.2     3.4     4.5     5.3     5.3     5.6
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     909.5   793.3   599.7   328.5   100.7    97.2     0.0
Haunch (Max)V       8.1    16.1    24.2    32.3    37.7    37.8    39.9
Deck +    : M     654.9   571.2   431.8   236.5    72.5    70.0     0.0
Haunch (Min)V       5.8    11.6    17.4    23.2    27.2    27.2    28.7
Diaphragm : M       3.4     2.5     1.7     0.8     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.4     1.8     1.2     0.6     0.2     0.2     0.0
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M     400.4   349.2   264.0   144.6    44.3    42.8     0.0
DC(Max)     V       3.6     7.1    10.7    14.2    16.6    16.7    17.6
DL-Comp   : M     288.3   251.4   190.1   104.1    31.9    30.8     0.0
DC(Min)     V       2.6     5.1     7.7    10.2    12.0    12.0    12.7
DL-Comp   : M     214.2   186.9   141.3    77.4    23.7    22.9     0.0
DW(Max)     V       1.9     3.8     5.7     7.6     8.9     8.9     9.4
DL-Comp   : M      92.8    81.0    61.2    33.5    10.3     9.9     0.0
DW(Min)     V       0.8     1.6     2.5     3.3     3.9     3.9     4.1
LL + I    : M+   2849.9  2503.6  1919.3  1062.9   327.9   316.4     0.0
            V      68.9    99.9   122.4   144.8   160.5   160.8   166.8
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    84.3   103.6   123.8   144.9   160.6   160.8   166.8
            M    2504.7  2299.2  1815.4  1033.7   323.7   312.4     0.0
Total     : M+   5453.2  4773.9  3635.1  2002.9   616.1   594.4     0.0
            V      92.1   146.1   191.6   237.2   268.5   269.0   281.0
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   107.4   149.8   193.1   237.2   268.6   269.0   281.0
            M    5108.0  4569.5  3531.2  1973.7   611.9   590.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               39.5             39.5
Deck+Haunch            39.9             39.9
Diaphragm               0.1              0.1
DL-Prec.(DC)            7.7              7.7
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           87.9             87.9
DL-Comp.(DW)           47.0             47.0
Live                  166.8            166.8
        Truck         113.6            113.6
        Lane           53.2             53.2
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    2.59    9.10   18.70   28.30   37.90   47.50
Self wt.  : M       0.0    76.9    79.7   260.0   474.6   627.9   719.9   750.6
(Max)       V      31.6    29.9    29.9    25.5    19.2    12.8     6.4     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    15.0    15.6    50.8    92.8   122.8   140.7   146.7
DC(Max)     V       6.2     5.9     5.8     5.0     3.7     2.5     1.2     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    77.8    80.6   262.8   479.7   634.7   727.6   758.6
Haunch (Max)V      31.9    30.3    30.2    25.8    19.4    12.9     6.5     0.0
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.3     2.0     2.7     3.4
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    34.2    35.5   115.7   211.2   279.4   320.3   333.9
DC(Max)     V      14.1    13.3    13.3    11.4     8.5     5.7     2.8     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M       0.0    15.3    15.8    51.6    94.2   124.6   142.8   148.9
DW(Max)     V       6.3     5.9     5.9     5.1     3.8     2.5     1.3     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   180.2   186.7   597.8  1055.0  1369.9  1530.2  1512.5
            V      95.6    92.4    92.2    83.8    72.0    55.0    43.2    31.3
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    95.6    92.4    92.2    83.8    72.0    60.1    48.3    36.5
            M       0.0   180.2   186.7   597.8  1055.0  1334.0  1435.0  1357.9
Total     : M+      0.0   399.6   414.1  1339.4  2408.8  3161.2  3584.3  3654.6
            V     185.7   177.7   177.4   156.7   126.6    91.5    61.4    31.4
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   185.7   177.7   177.4   156.7   126.6    96.6    66.6    36.5
            M       0.0   399.6   414.1  1339.4  2408.8  3125.4  3489.1  3500.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    57.10   66.70   76.30   85.90   92.41   92.50   95.00
Self wt.  : M     719.9   627.9   474.6   260.0    79.7    76.9     0.0
(Max)       V       6.4    12.8    19.2    25.5    29.9    29.9    31.6
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     140.7   122.8    92.8    50.8    15.6    15.0     0.0
DC(Max)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.2
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M     727.6   634.7   479.7   262.8    80.6    77.8     0.0
Haunch (Max)V       6.5    12.9    19.4    25.8    30.2    30.3    31.9
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       2.7     2.0     1.3     0.7     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     320.3   279.4   211.2   115.7    35.5    34.2     0.0
DC(Max)     V       2.8     5.7     8.5    11.4    13.3    13.3    14.1
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     142.8   124.6    94.2    51.6    15.8    15.3     0.0
DW(Max)     V       1.3     2.5     3.8     5.1     5.9     5.9     6.3
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1530.2  1369.9  1055.0   597.8   186.7   180.2     0.0
            V      43.2    55.0    72.0    83.8    92.2    92.4    95.6
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    48.3    60.1    72.0    83.8    92.2    92.4    95.6
            M    1435.0  1334.0  1055.0   597.8   186.7   180.2     0.0
Total     : M+   3584.3  3161.2  2408.8  1339.4   414.1   399.6     0.0
            V      61.4    91.5   126.6   156.7   177.4   177.7   185.7
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    66.6    96.6   126.6   156.7   177.4   177.7   185.7
            M    3489.1  3125.4  2408.8  1339.4   414.1   399.6     0.0
 


 
Span : 1, Beam : 5, SERVICE I
 
RELEASE STRESSES, (ksi) (LOSS =  0.00 %)
 
               Trans   0.10L   0.20L   0.30L   0.40L Midspan
                      /0.90L  /0.80L  /0.70L  /0.60L
Location, ft    3.00    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.020   0.021   0.067   0.122   0.160   0.182   0.190 
Precast-top    0.033   0.400   0.408   0.887   1.392   1.659   1.690   1.806 
Bottom         0.385   1.998   1.991   1.542   1.067   0.808   0.756   0.656 
 

 
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    9.60   19.20   28.80   38.40   48.00
 
Beam-Self
Precast-top    0.154   0.456   0.805   1.048   1.186   1.236 
Bottom        -0.122  -0.359  -0.628  -0.810  -0.907  -0.945 
 
Prestress
Precast-top    0.121  -0.131  -0.492  -0.843  -1.183  -1.183 
Bottom         2.636   2.827   3.096   3.352   3.594   3.594 
 
Total
Precast-top    0.274   0.324   0.313   0.205   0.003   0.053 
Bottom         2.515   2.468   2.468   2.542   2.687   2.649 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.820   0.620   0.620   0.620   0.880   0.880 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 14.20 %)
             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    2.59    9.10   18.70   28.30   37.90   47.50
 
Prestress
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Self wt.
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DC)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Prec (DW)
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Diaphragm
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Deck + Haunch
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DC)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
DL-Comp (DW)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000 
 

 
 
Span : 1, Beam : 5, FATIGUE I
POSITIVE ENVELOPE STRESSES, (ksi)
             Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
                                      /0.90L  /0.80L  /0.70L  /0.60L
 
Location, ft    0.00    2.50    2.59    9.10   18.70   28.30   37.90   47.50
F_LL+I(+)
Topping-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Precast-top   -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
Bottom        -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000  -0.000
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.082   0.085   0.273   0.481   0.622   0.693   0.690 
Precast-top    0.016   0.255   0.261   0.627   1.019   1.246   1.309   1.361 
Bottom         0.193   0.851   0.842   0.284  -0.319  -0.691  -0.832  -0.868 
 

VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 5,  STRENGTH I
Using General Beta Theta Equation procedure - Art.5.7.3.4
Location (ft)
     Vu      bv    de     Aps      Vp    eps_x  Theta  Vs-reqd    Av/s    Av-prvd   Al_reqd
   (kips)   (in)  (in)   (in2)   (kips)                 (kips)  (in2/ft)  (in2/ft)   (in2)

    Mcor     a     dv      fpo   vu/fc   Vc-com  Beta  Max.spc.  min.Av/s  pVn/Vu       
    (kft)   (in)  (in)    (ksi)          (kips)          (in)    (in2/ft)             
*******************************************************************************************
Bearing :   0.50
    281.0    7.0   58.7    0.417   3.5   6.00e-3 50.0    283.5     1.157    5.493      0.26
      0.0    0.5   58.4     31.5 0.151      25.2 0.87    12.00     0.099    1.648 
Transfer:   3.00
    269.0    7.0   58.7    2.502  21.0   0.32e-3 30.1    168.7     0.343    1.360      0.00
    590.4    3.2   57.1    189.0 0.139     109.2 3.86    12.00     0.099    1.742 
Critical:   5.24
    258.1    7.0   58.7    2.853  21.0  -0.02e-3 28.9    128.1     0.249    1.020      0.00
   1065.0    3.6   56.9    189.0 0.133     137.7 4.89    12.00     0.099    1.809 
0.1L    :   9.60
    237.2    7.0   58.7    3.527  21.0  -0.01e-3 29.0    107.2     0.210    0.907      0.00
   1973.7    4.4   56.5    189.0 0.123     135.3 4.84    24.00     0.099    1.955 
0.2L    :  19.20
    193.1    7.0   53.0    5.208  21.0   0.17e-3 29.6     87.2     0.196    0.300      0.00
   3531.2    4.9   50.6    189.0 0.109     106.4 4.25    24.00     0.099    1.216 
0.3L    :  28.80
    149.8    7.0   55.8    5.208  21.0   1.16e-3 33.1     77.7     0.190    0.300      0.00
   4569.5    4.9   53.4    189.0 0.078      67.7 2.57    24.00     0.099    1.272 
0.4L    :  38.40
    107.4    7.0   58.6    5.208   0.0   1.45e-3 34.1     55.5     0.134    0.300      0.00
   5108.0    4.9   56.1    189.0 0.061      63.9 2.30    24.00     0.099    1.578 
0.5L    :  48.00
     65.9    7.0   58.6    5.208   0.0   1.25e-3 33.4      4.5     0.099    0.300      0.00
   5166.5    4.9   56.1    189.0 0.037      68.7 2.47    24.00     0.099    2.682 
0.6L    :  57.60
    107.4    7.0   58.6    5.208   0.0   1.45e-3 34.1     55.5     0.134    0.300      0.00
   5108.0    4.9   56.1    189.0 0.061      63.9 2.30    24.00     0.099    1.578 
0.7L    :  67.20
    149.8    7.0   55.8    5.208  21.0   1.16e-3 33.1     77.7     0.190    0.300      0.00
   4569.5    4.9   53.4    189.0 0.078      67.7 2.57    24.00     0.099    1.272 
0.8L    :  76.80
    193.1    7.0   53.0    5.208  21.0   0.17e-3 29.6     87.2     0.196    0.300      0.00
   3531.2    4.9   50.6    189.0 0.109     106.4 4.25    24.00     0.099    1.216 
0.9L    :  86.40
    237.2    7.0   58.7    3.527  21.0  -0.01e-3 29.0    107.2     0.210    0.907      0.00
   1973.7    4.4   56.5    189.0 0.123     135.3 4.84    24.00     0.099    1.955 
Critical:  90.76
    258.1    7.0   58.7    2.853  21.0  -0.02e-3 28.9    128.1     0.249    1.020      0.00
   1065.0    3.6   56.9    189.0 0.133     137.7 4.89    12.00     0.099    1.809 
Transfer:  93.00
    269.0    7.0   58.7    2.502  21.0   0.32e-3 30.1    168.7     0.343    1.360      0.00
    590.4    3.2   57.1    189.0 0.139     109.2 3.86    12.00     0.099    1.742 
Bearing :  95.50
    281.0    7.0   58.7    0.417   3.5   6.00e-3 50.0    283.5     1.157    5.493      0.26
      0.0    0.5   58.4     31.5 0.151      25.2 0.87    12.00     0.099    1.648 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1020.87
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.04
 
 
HORIZONTAL SHEAR (Art. 5.7.4) - Span : 1, Beam : 5
(Beam and Slab effects are INCLUDED in Vu).
Manual input Interface width considered to be engaged in shear transfer, bvi = 16.00(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
    281.0      5.34     58.69    0.54       58.43    24.00      0.160      1.382      0.173      0.533 
Transfer:      2.50
    269.0      5.23     58.69    3.16       57.11    24.00      0.160      1.345      0.151      0.533 
Critical:      4.74
    258.2      5.04     58.69    3.59       56.90    24.00      0.160      1.281      0.113      0.400 
0.1L    :      9.10
    237.2      4.67     58.69    4.42       56.48    24.00      0.160      1.156      0.037      0.356 
0.2L    :     18.70
    193.1      4.24     53.02    4.89       50.58    24.00      0.160      1.014      0.000      0.300 
0.3L    :     28.30
    149.8      3.12     55.80    4.90       53.35    24.00      0.160      0.640      0.000      0.300 
0.4L    :     37.90
    107.4      2.13     58.58    4.90       56.13    24.00      0.160      0.309      0.000      0.300 
0.5L    :     47.50
     65.9      1.30     58.58    4.90       56.13    24.00      0.160      0.035      0.000      0.300 
0.6L    :     57.10
    107.4      2.13     58.58    4.90       56.13    24.00      0.160      0.309      0.000      0.300 
0.7L    :     66.70
    149.8      3.12     55.80    4.90       53.35    24.00      0.160      0.640      0.000      0.300 
0.8L    :     76.30
    193.1      4.24     53.02    4.89       50.58    24.00      0.160      1.014      0.000      0.300 
0.9L    :     85.90
    237.2      4.67     58.69    4.42       56.48    24.00      0.160      1.156      0.037      0.356 
Critical:     90.26
    258.2      5.04     58.69    3.59       56.90    24.00      0.160      1.281      0.113      0.400 
Transfer:     92.50
    269.0      5.23     58.69    3.16       57.11    24.00      0.160      1.345      0.151      0.533 
Bearing :     95.00
    281.0      5.34     58.69    0.54       58.43    24.00      0.160      1.382      0.173      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 9.10 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 
At 0.2 x L = 18.70 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.3 x L = 28.30 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.4 x L = 37.90 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.5 x L = 47.50 ft
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.793            3.158            3.669
 
At 0.6 x L = 57.10 ft
Prestress      :       3.021  1.80      5.438  2.20      6.646
Self Wt.       :      -1.307  1.85     -2.418  2.40     -3.137
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.714            3.019            3.509
 
At 0.7 x L = 66.70 ft
Prestress      :       2.652  1.80      4.774  2.20      5.834
Self Wt.       :      -1.132  1.85     -2.094  2.40     -2.717
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.520            2.679            3.117
 
At 0.8 x L = 76.30 ft
Prestress      :       2.004  1.80      3.607  2.20      4.409
Self Wt.       :      -0.837  1.85     -1.549  2.40     -2.009
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       1.167            2.058            2.400
 
At 0.9 x L = 85.90 ft
Prestress      :       1.107  1.80      1.993  2.20      2.436
Self Wt.       :      -0.447  1.85     -0.827  2.40     -1.073
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
Total          :       0.660            1.166            1.364
 

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
   594.4    48.3  3.336  264.2    3.7   3.16   3433.2  0.046T 1.00       -       -     -     -  
H/2     :   2.59
   616.1    48.4  3.355  264.2    3.7   3.18   3454.2  0.045T 1.00       -       -     -     -  
0.1L    :   9.10
  2002.9    50.2  4.703  262.2    5.2   4.42   4934.7  0.032T 1.00       -       -     -     -  
0.2L    :  18.70
  3635.1    53.0  5.208  261.8    5.8   4.89   5746.4  0.028T 1.00    449.8   449.8   12.77    -  
0.3L    :  28.30
  4773.9    55.8  5.208  262.2    5.8   4.90   6071.2  0.028T 1.00    278.9   278.9   21.77    -  
0.4L    :  37.90
  5453.2    58.6  5.208  262.6    5.8   4.90   6396.1  0.028T 1.00    195.5   195.5   32.71    -  
0.5L    :  47.50
  5654.4    58.6  5.208  262.6    5.8   4.90   6396.1  0.028T 1.00    157.3   157.3   40.67    -  
0.6L    :  57.10
  5453.2    58.6  5.208  262.6    5.8   4.90   6396.1  0.028T 1.00    195.5   195.5   32.71    -  
0.7L    :  66.70
  4773.9    55.8  5.208  262.2    5.8   4.90   6071.2  0.028T 1.00    278.9   278.9   21.77    -  
0.8L    :  76.30
  3635.1    53.0  5.208  261.8    5.8   4.89   5746.4  0.028T 1.00    449.8   449.8   12.77    -  
0.9L    :  85.90
  2002.9    50.2  4.703  262.2    5.2   4.42   4934.7  0.032T 1.00       -       -     -     -  
H/2     :  92.41
   616.1    48.4  3.355  264.2    3.7   3.18   3454.2  0.045T 1.00       -       -     -     -  
Transfer:  92.50
   594.4    48.3  3.336  264.2    3.7   3.16   3433.2  0.046T 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 1-12; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.024
        M   2.00 Fb     0.209
 
  2   2 E  50.50 Ft     0.423
        M   6.00 Fb     0.120
 
  3   2 E  48.50 Ft     0.798
        M   4.00 Fb     0.050
 
  4   2 E  46.50 Ft     1.150
        M   2.00 Fb    -0.001
 
  5   2 E   6.00 Ft     1.067
        M   6.00 Fb     0.293
 
  6   2 E   6.00 Ft     0.984
        M   6.00 Fb     0.586
 
  7   2 E   4.00 Ft     0.877
        M   4.00 Fb     0.898
 
  8   2 E   4.00 Ft     0.771
        M   4.00 Fb     1.210
 
  9   2 E   4.00 Ft     0.664
        M   4.00 Fb     1.522
 
 10   2 E   2.00 Ft     0.534
        M   2.00 Fb     1.853
 
 11   2 E   2.00 Ft     0.404
        M   2.00 Fb     2.184
 
 12   2 E   2.00 Ft     0.274
        M   2.00 Fb     2.514
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 96.00            Release Length, ft: 96.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  24
No. of strands, Draped:   6           No. of strands, Straight:  18
Concrete Strength, f'ci:   4.5  ksi        f'c:   5.0 ksi  f'ct   4.0 ksi
Initial losses:  7.96 %               Final losses: 14.52 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             2.920       2.687   0.4L/0.6L     OK
      Precast Top w/ no reinf. (tension)   -0.200       0.003   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.510           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  6396.09     5654.41     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   0.190     Midspan
    Pre.Top:   3.000  -0.000     Bearing    2.250   1.806     Midspan
    Pre.Bot:   3.000  -0.000     Bearing    2.250   1.998    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.420  -0.000     Bearing
    Pre.Bot:  -0.420  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             2.000   1.361     Midspan
    Pre.Bot:                                                             2.000   0.851    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  47.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       3.165  1.80      5.697  2.20      6.963
Self Wt.       :      -1.373  1.85     -2.539  2.40     -3.294
Deck + Haunch  :                        0.000  2.30      0.000
DL-Prec. (DC)  :                        0.000  3.00      0.000
Diaphragm      :                        0.000  3.00      0.000
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                        0.000  3.00      0.000
DL-Comp. (DW)  :                        0.000  3.00      0.000
Live Load      :                                         0.000
 
Total          :       1.793            3.158            3.669
 
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

