 
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 105 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 3.875' and 10', respectivley.
                     (10)The girder concrete strengths at release and at final are 6 and 7.5 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_3858.tmp\D105-0_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 =   2639977.00
 
SPAN DATA
---------
Precast length    , ft =    106.000
Bearing-to-bearing, ft =    105.000
Release span      , ft =    106.000
 
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      =      7.500           4.000
Wc  ,pcf      =    150.000         150.000
Concrete Type =     Normal          Normal
Lambda        =      1.000           1.000
Ec  ,ksi      =   5249.690        3586.620
K1            =      1.000           1.000
f'ci,ksi      =      6.000 
Eci ,ksi      =   4877.010
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  105.00   Additional Overhang
   1    1    DC Line        0.010    0.00       0.010  105.00   Additional Haunch
   1    1    DC Line        0.064    0.00       0.064  105.00   Sacrificial Wearing Surface
   1    2    DC Line        0.010    0.00       0.010  105.00   Additional Haunch
   1    2    DC Line        0.070    0.00       0.070  105.00   Sacrificial Wearing Surface
   1    3    DC Line        0.010    0.00       0.010  105.00   Additional Haunch
   1    3    DC Line        0.070    0.00       0.070  105.00   Sacrificial Wearing Surface
   1    4    DC Line        0.010    0.00       0.010  105.00   Additional Haunch
   1    4    DC Line        0.070    0.00       0.070  105.00   Sacrificial Wearing Surface
   1    5    DC Line        0.056    0.00       0.056  105.00   Additional Overhang
   1    5    DC Line        0.010    0.00       0.010  105.00   Additional Haunch
   1    5    DC Line        0.064    0.00       0.064  105.00   Sacrificial Wearing Surface
 
DIAPHRAGM LOADS
---------------
UNITS: (Load:  kips, Location: ft)
Span Beam         Load Location
   1    1        0.143   52.500
   1    2        0.285   52.500
   1    3        0.285   52.500
   1    4        0.285   52.500
   1    5        0.143   52.500
 
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  105.00   Left Barrier Weight
   1    DC Line        0.740    0.00       0.740  105.00   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    0.049     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              6.00 ksi 
  Elasticity          4877.0 ksi 
  Max comp              3.90 ksi 
  Max tens             -0.20 ksi 
  Max tens,  w/reinf   -0.59 ksi 
 
STRESS LIMITS AT FINAL AFTER LOSSES:
------------------------------------
 
             PRECAST       DECK      
-------------------------------------
  Strength      7.50 ksi    4.00 ksi 
  Elasticity 5249.69 ksi 3586.62 ksi 
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
-----------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    4.50 ksi 2.40 ksi 
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
------------------------------------
 
           PRECAST     DECK     
--------------------------------
  Max comp    3.38 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    3.00 ksi   -  ksi 
 
SERVICE III (Tension):
----------------------
 
           PRECAST      DECK     
---------------------------------
  Max tens   -0.52 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    6.00        7.50      4.00   
  Span:1, Beam:2 0.6''-LL-270-72.6    6.00        7.50      4.00   
  Span:1, Beam:3 0.6''-LL-270-72.6    6.00        7.50      4.00   
  Span:1, Beam:4 0.6''-LL-270-72.6    6.00        7.50      4.00   
  Span:1, Beam:5 0.6''-LL-270-72.6    6.00        7.50      4.00   
 
 
Span:1, Beam:1
 
PRESTRESSED STEEL:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.40 ft from member end )
 
END PATTERN (Ycg = 12.84 in):
 
  8 @  2.000 in 6 @  4.000 in 8 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.50 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 8 @  6.000 in 4 @  8.000 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#5[M16]  60.0  0.62   12.00   4.3750   5.3750 No        
       2 US#4[M13]  60.0  0.40   12.00   3.8750   5.8750 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8750   9.3750 Yes       
       2 US#4[M13]  60.0  0.40   14.50   9.3750  13.0000 Yes       
       2 US#4[M13]  60.0  0.40   16.00  13.0000  93.0000 Yes       
       2 US#4[M13]  60.0  0.40   14.50  93.0000  96.6250 Yes       
       2 US#4[M13]  60.0  0.40   14.00  96.6250 100.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 100.1250 102.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6250 101.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 101.6250 102.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 102.5000 104.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 104.7500 105.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 105.3750 105.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 102.1250 105.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 104.8750 105.8750 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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       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:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.40 ft from member end )
 
END PATTERN (Ycg = 12.84 in):
 
  8 @  2.000 in 6 @  4.000 in 8 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.50 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 8 @  6.000 in 4 @  8.000 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#5[M16]  60.0  0.62   12.00   4.3750   5.3750 No        
       2 US#4[M13]  60.0  0.40   12.00   3.8750   5.8750 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8750   9.3750 Yes       
       2 US#4[M13]  60.0  0.40   14.50   9.3750  13.0000 Yes       
       2 US#4[M13]  60.0  0.40   16.00  13.0000  93.0000 Yes       
       2 US#4[M13]  60.0  0.40   14.50  93.0000  96.6250 Yes       
       2 US#4[M13]  60.0  0.40   14.00  96.6250 100.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 100.1250 102.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6250 101.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 101.6250 102.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 102.5000 104.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 104.7500 105.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 105.3750 105.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 102.1250 105.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 104.8750 105.8750 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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       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:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.40 ft from member end )
 
END PATTERN (Ycg = 12.84 in):
 
  8 @  2.000 in 6 @  4.000 in 8 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.50 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 8 @  6.000 in 4 @  8.000 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#5[M16]  60.0  0.62   12.00   4.3750   5.3750 No        
       2 US#4[M13]  60.0  0.40   12.00   3.8750   5.8750 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8750   9.3750 Yes       
       2 US#4[M13]  60.0  0.40   14.50   9.3750  13.0000 Yes       
       2 US#4[M13]  60.0  0.40   16.00  13.0000  93.0000 Yes       
       2 US#4[M13]  60.0  0.40   14.50  93.0000  96.6250 Yes       
       2 US#4[M13]  60.0  0.40   14.00  96.6250 100.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 100.1250 102.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6250 101.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 101.6250 102.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 102.5000 104.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 104.7500 105.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 105.3750 105.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 102.1250 105.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 104.8750 105.8750 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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       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:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.40 ft from member end )
 
END PATTERN (Ycg = 12.84 in):
 
  8 @  2.000 in 6 @  4.000 in 8 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.50 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 8 @  6.000 in 4 @  8.000 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#5[M16]  60.0  0.62   12.00   4.3750   5.3750 No        
       2 US#4[M13]  60.0  0.40   12.00   3.8750   5.8750 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8750   9.3750 Yes       
       2 US#4[M13]  60.0  0.40   14.50   9.3750  13.0000 Yes       
       2 US#4[M13]  60.0  0.40   16.00  13.0000  93.0000 Yes       
       2 US#4[M13]  60.0  0.40   14.50  93.0000  96.6250 Yes       
       2 US#4[M13]  60.0  0.40   14.00  96.6250 100.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 100.1250 102.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6250 101.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 101.6250 102.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 102.5000 104.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 104.7500 105.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 105.3750 105.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 102.1250 105.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 104.8750 105.8750 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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       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:
 32 strands, 0.6''-LL-270-72.6, Low relaxation strands
Depressed at 0.40L ( 42.40 ft from member end )
 
END PATTERN (Ycg = 12.84 in):
 
  8 @  2.000 in 6 @  4.000 in 8 @  6.000 in 4 @  8.000 in 
  2 @ 46.500 in 2 @ 48.500 in 2 @ 50.500 in               
 
MID PATTERN (Ycg = 4.50 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 8 @  6.000 in 4 @  8.000 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#5[M16]  60.0  0.62   12.00   4.3750   5.3750 No        
       2 US#4[M13]  60.0  0.40   12.00   3.8750   5.8750 Yes       
       2 US#4[M13]  60.0  0.40   14.00   5.8750   9.3750 Yes       
       2 US#4[M13]  60.0  0.40   14.50   9.3750  13.0000 Yes       
       2 US#4[M13]  60.0  0.40   16.00  13.0000  93.0000 Yes       
       2 US#4[M13]  60.0  0.40   14.50  93.0000  96.6250 Yes       
       2 US#4[M13]  60.0  0.40   14.00  96.6250 100.1250 Yes       
       2 US#4[M13]  60.0  0.40   12.00 100.1250 102.1250 Yes       
       2 US#5[M16]  60.0  0.62   12.00 100.6250 101.6250 No        
       2 US#5[M16]  60.0  0.62   10.50 101.6250 102.5000 No        
       2 US#5[M16]  60.0  0.62    9.00 102.5000 104.7500 No        
       2 US#5[M16]  60.0  0.62    7.50 104.7500 105.3750 No        
       2 US#5[M16]  60.0  0.62    3.00 105.3750 105.6250 No        
       2 US#4[M13]  60.0  0.40    9.00 102.1250 105.8750 Yes       
       2 US#5[M16]  60.0  0.62    3.00 104.8750 105.8750 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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       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  105.00
     DC  Line       0.010      0.00       0.010  105.00
     DC  Line       0.064      0.00       0.064  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.000 ft
Release length = 106.000 ft
Design  length = 105.000 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)  : 0.591   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.753   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.811   (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           1079.7 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           517784 in4#
Ht. of c.g.           =        24.37 in             38.23 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 = 0.6832

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    10.10    20.70    31.30    41.90    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    644.3    672.3    672.3    672.3    672.3    672.3    672.3    672.3
  Yb      ,  in    24.27    23.76    23.76    23.69    23.58    23.48    23.38    23.38
  MI(Ixx) , in4   215725   219665   219679   220894   222848   225080   227589   227589
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1084.8   1110.4   1110.4   1110.4   1110.4   1110.4   1110.4   1110.4
  Yb      ,  in    38.11    37.51    37.51    37.47    37.41    37.36    37.30    37.30
  MI(Ixx) , in4   521098   537967   537995   540357   543915   547733   551811   551811

Span: 1, Beam: 1
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 1
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.40 ft from member end )
END PATTERN (Ycg = 12.84 in):
     8 @  2.000 in     6 @  4.000 in     8 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.50 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     8 @  6.000 in     4 @  8.000 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     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.753 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.691 ft
Holddown Force        =  22.237 kips     Beam Shrtng (PL/AE)   =      0.528 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)       
--------------------------------------------------------------------------------------
      3393.942         740 2511.517     17.413 70523.281   784.481     310.066        
 
 
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#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8750      9.3750    Yes
      2      US#4[M13]       60.00        0.40      14.50       9.3750     13.0000    Yes
      2      US#4[M13]       60.00        0.40      16.00      13.0000     93.0000    Yes
      2      US#4[M13]       60.00        0.40      14.50      93.0000     96.6250    Yes
      2      US#4[M13]       60.00        0.40      14.00      96.6250    100.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00     100.1250    102.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6250    101.6250     No
      2      US#5[M16]       60.00        0.62      10.50     101.6250    102.5000     No
      2      US#5[M16]       60.00        0.62       9.00     102.5000    104.7500     No
      2      US#5[M16]       60.00        0.62       7.50     104.7500    105.3750     No
      2      US#5[M16]       60.00        0.62       3.00     105.3750    105.6250     No
      2      US#4[M13]       60.00        0.40       9.00     102.1250    105.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     104.8750    105.8750     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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.50 in
         P_init    =     1361.2 kips  Ecc = 19.87 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.86 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.884 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.00 ksi    0.00 ksi
    due to Composite Loads                                 -2.28 ksi    0.00 ksi
    due to Live Loads                                      -5.99 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.86 ksi  ( 8.60 %)            11.92 ksi ( 6.08 %)
Total Prestress Losses                                    28.78 ksi (14.68 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    16.7    17.3    62.3   113.5   150.0   171.9   179.2
DC(Max)     V       6.8     6.5     6.5     5.5     4.1     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    86.1    89.3   322.2   586.6   775.5   888.8   926.6
Haunch (Max)V      35.3    33.6    33.6    28.5    21.4    14.3     7.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.5     2.2     3.0     3.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   187.7   194.6   698.4  1259.5  1644.7  1873.4  1934.9
            V      98.0    94.8    94.7    85.0    71.7    58.5    40.0    26.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    98.0    94.8    94.7    85.1    72.7    60.8    49.5    38.7
            M       0.0   185.4   192.1   678.0  1187.0  1502.1  1636.8  1605.0
Total     : M+      0.0   430.8   446.5  1607.6  2915.0  3833.5  4382.5  4551.2
            V     197.6   189.6   189.3   165.4   132.1    98.7    60.2    26.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   197.6   189.7   189.4   165.5   133.0   101.1    69.7    38.8
            M       0.0   428.4   444.0  1587.2  2842.5  3690.9  4145.9  4221.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     171.9   150.0   113.5    62.3    17.3    16.7     0.0
DC(Max)     V       1.4     2.8     4.1     5.5     6.5     6.5     6.8
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     888.8   775.5   586.6   322.2    89.3    86.1     0.0
Haunch (Max)V       7.1    14.3    21.4    28.5    33.6    33.6    35.3
Diaphragm : M       3.0     2.2     1.5     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1873.4  1644.7  1259.5   698.4   194.6   187.7     0.0
            V      40.0    58.5    71.7    85.0    94.7    94.8    98.0
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    49.5    60.8    72.7    85.1    94.7    94.8    98.0
            M    1636.8  1502.1  1187.0   678.0   192.1   185.4     0.0
Total     : M+   4382.5  3833.5  2915.0  1607.6   446.5   430.8     0.0
            V      60.2    98.7   132.1   165.4   189.3   189.6   197.6
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    69.7   101.1   133.0   165.5   189.4   189.7   197.6
            M    4145.9  3690.9  2842.5  1587.2   444.0   428.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.9             34.9
Deck+Haunch            35.3             35.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           34.6             34.6
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    16.7    17.3    62.3   113.5   150.0   171.9   179.2
DC(Max)     V       6.8     6.5     6.5     5.5     4.1     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    86.1    89.3   322.2   586.6   775.5   888.8   926.6
Haunch (Max)V      35.3    33.6    33.6    28.5    21.4    14.3     7.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.5     2.2     3.0     3.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   150.2   155.7   558.7  1007.6  1315.8  1498.7  1547.9
            V      78.4    75.8    75.7    68.0    57.4    46.8    32.0    21.4
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    78.4    75.8    75.7    68.0    58.1    48.6    39.6    31.0
            M       0.0   148.3   153.7   542.4   949.6  1201.7  1309.5  1284.0
Total     : M+      0.0   393.3   407.6  1467.9  2663.1  3504.6  4007.8  4164.2
            V     178.0   170.7   170.4   148.4   117.7    87.0    52.2    21.5
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   178.0   170.7   170.4   148.5   118.5    88.9    59.8    31.1
            M       0.0   391.4   405.6  1451.6  2605.1  3390.5  3818.5  3900.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     171.9   150.0   113.5    62.3    17.3    16.7     0.0
DC(Max)     V       1.4     2.8     4.1     5.5     6.5     6.5     6.8
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     888.8   775.5   586.6   322.2    89.3    86.1     0.0
Haunch (Max)V       7.1    14.3    21.4    28.5    33.6    33.6    35.3
Diaphragm : M       3.0     2.2     1.5     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1498.7  1315.8  1007.6   558.7   155.7   150.2     0.0
            V      32.0    46.8    57.4    68.0    75.7    75.8    78.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.6    48.6    58.1    68.0    75.7    75.8    78.4
            M    1309.5  1201.7   949.6   542.4   153.7   148.3     0.0
Total     : M+   4007.8  3504.6  2663.1  1467.9   407.6   393.3     0.0
            V      52.2    87.0   117.7   148.4   170.4   170.7   178.0
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    59.8    88.9   118.5   148.5   170.4   170.7   178.0
            M    3818.5  3390.5  2605.1  1451.6   405.6   391.4     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   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0   106.6   110.4   398.6   725.6   959.2  1099.4  1146.1
(Max)       V      43.7    41.6    41.5    35.3    26.4    17.6     8.8     0.0
Self wt.  : M       0.0    76.7    79.5   287.0   522.4   690.6   791.6   825.2
(Min)       V      31.4    29.9    29.9    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    20.8    21.6    77.9   141.8   187.5   214.9   224.0
DC(Max)     V       8.5     8.1     8.1     6.9     5.2     3.4     1.7     0.0
DL-Prec.  : M       0.0    15.0    15.5    56.1   102.1   135.0   154.7   161.3
DC(Min)     V       6.1     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
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   107.7   111.6   402.8   733.3   969.4  1111.0  1158.3
Haunch (Max)V      44.1    42.0    41.9    35.6    26.7    17.8     8.9     0.0
Deck +    : M       0.0    77.5    80.4   290.0   528.0   698.0   799.9   833.9
Haunch (Min)V      31.8    30.3    30.2    25.7    19.2    12.8     6.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.9     1.9     2.8     3.7     4.7
(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     1.3     2.0     2.7     3.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    47.4    49.1   177.3   322.8   426.8   489.1   509.9
DC(Max)     V      19.4    18.5    18.5    15.7    11.8     7.8     3.9     0.0
DL-Comp   : M       0.0    34.1    35.4   127.7   232.4   307.3   352.2   367.1
DC(Min)     V      14.0    13.3    13.3    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    25.4    26.3    94.9   172.8   228.4   261.7   272.9
DW(Max)     V      10.4     9.9     9.9     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.0    11.4    41.1    74.9    99.0   113.4   118.2
DW(Min)     V       4.5     4.3     4.3     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   328.5   340.5  1222.1  2204.1  2878.2  3278.5  3386.1
            V     171.5   165.9   165.7   148.7   125.5   102.3    70.0    46.8
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   171.5   165.9   165.7   148.8   127.2   106.4    86.6    67.8
            M       0.0   324.4   336.1  1186.5  2077.3  2628.6  2864.5  2808.8
Total     : M+      0.0   636.6   659.9  2374.5  4302.3  5652.3  6458.4  6702.0
            V     297.7   286.1   285.7   250.7   202.0   153.3    95.6    46.9
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   297.7   286.1   285.7   250.8   203.6   157.4   112.2    67.9
            M       0.0   632.4   655.5  2338.9  4175.5  5402.7  6044.4  6124.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M    1099.4   959.2   725.6   398.6   110.4   106.6     0.0
(Max)       V       8.8    17.6    26.4    35.3    41.5    41.6    43.7
Self wt.  : M     791.6   690.6   522.4   287.0    79.5    76.7     0.0
(Min)       V       6.3    12.7    19.0    25.4    29.9    29.9    31.4
DL-Prec.  : M     214.9   187.5   141.8    77.9    21.6    20.8     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.1     8.1     8.5
DL-Prec.  : M     154.7   135.0   102.1    56.1    15.5    15.0     0.0
DC(Min)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1111.0   969.4   733.3   402.8   111.6   107.7     0.0
Haunch (Max)V       8.9    17.8    26.7    35.6    41.9    42.0    44.1
Deck +    : M     799.9   698.0   528.0   290.0    80.4    77.5     0.0
Haunch (Min)V       6.4    12.8    19.2    25.7    30.2    30.3    31.8
Diaphragm : M       3.7     2.8     1.9     0.9     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.7     2.0     1.3     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     489.1   426.8   322.8   177.3    49.1    47.4     0.0
DC(Max)     V       3.9     7.8    11.8    15.7    18.5    18.5    19.4
DL-Comp   : M     352.2   307.3   232.4   127.7    35.4    34.1     0.0
DC(Min)     V       2.8     5.6     8.5    11.3    13.3    13.3    14.0
DL-Comp   : M     261.7   228.4   172.8    94.9    26.3    25.4     0.0
DW(Max)     V       2.1     4.2     6.3     8.4     9.9     9.9    10.4
DL-Comp   : M     113.4    99.0    74.9    41.1    11.4    11.0     0.0
DW(Min)     V       0.9     1.8     2.7     3.6     4.3     4.3     4.5
LL + I    : M+   3278.5  2878.2  2204.1  1222.1   340.5   328.5     0.0
            V      70.0   102.3   125.5   148.7   165.7   165.9   171.5
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    86.6   106.4   127.2   148.8   165.7   165.9   171.5
            M    2864.5  2628.6  2077.3  1186.5   336.1   324.4     0.0
Total     : M+   6458.4  5652.3  4302.3  2374.5   659.9   636.6     0.0
            V      95.6   153.3   202.0   250.7   285.7   286.1   297.7
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   112.2   157.4   203.6   250.8   285.7   286.1   297.7
            M    6044.4  5402.7  4175.5  2338.9   655.5   632.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.7             43.7
Deck+Haunch            44.1             44.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.5              8.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           52.0             52.0
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.7    17.3    62.3   113.5   150.0   171.9   179.2
DC(Max)     V       6.8     6.5     6.5     5.5     4.1     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    86.1    89.3   322.2   586.6   775.5   888.8   926.6
Haunch (Max)V      35.3    33.6    33.6    28.5    21.4    14.3     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     0.2     0.2     0.7     1.5     2.2     3.0     3.8
(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    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     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    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   185.0   191.8   680.4  1202.6  1564.1  1752.3  1744.0
            V      97.1    94.2    94.1    85.4    73.6    56.0    44.3    32.5
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    97.1    94.2    94.1    85.4    73.6    61.9    50.1    38.4
            M       0.0   185.0   191.8   680.4  1202.6  1528.1  1657.0  1589.4
Total     : M+      0.0   428.1   443.7  1589.7  2858.1  3752.9  4261.4  4360.3
            V     196.7   189.1   188.8   165.8   134.0    96.3    64.4    32.6
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   196.7   189.1   188.8   165.8   134.0   102.1    70.3    38.4
            M       0.0   428.1   443.7  1589.7  2858.1  3716.9  4166.1  4205.7
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     171.9   150.0   113.5    62.3    17.3    16.7     0.0
DC(Max)     V       1.4     2.8     4.1     5.5     6.5     6.5     6.8
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     888.8   775.5   586.6   322.2    89.3    86.1     0.0
Haunch (Max)V       7.1    14.3    21.4    28.5    33.6    33.6    35.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.0     2.2     1.5     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1752.3  1564.1  1202.6   680.4   191.8   185.0     0.0
            V      44.3    56.0    73.6    85.4    94.1    94.2    97.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.1    61.9    73.6    85.4    94.1    94.2    97.1
            M    1657.1  1528.1  1202.6   680.4   191.8   185.0     0.0
Total     : M+   4261.4  3752.9  2858.1  1589.7   443.7   428.1     0.0
            V      64.4    96.3   134.0   165.8   188.8   189.1   196.7
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    70.3   102.1   134.0   165.8   188.8   189.1   196.7
            M    4166.1  3716.9  2858.1  1589.7   443.7   428.1     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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
Prestress
Precast-top   -0.007  -0.114  -0.117  -0.339  -0.646  -0.947  -1.241  -1.241
Bottom         0.560   3.222   3.225   3.389   3.615   3.832   4.040   4.040
 
Self wt.
Precast-top   -0.000   0.141   0.146   0.525   0.951   1.249   1.420   1.480
Bottom        -0.000  -0.111  -0.115  -0.410  -0.737  -0.961  -1.084  -1.130
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.029   0.103   0.186   0.244   0.278   0.289
Bottom        -0.000  -0.022  -0.022  -0.080  -0.144  -0.188  -0.212  -0.221
 
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   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.142   0.147   0.531   0.961   1.262   1.435   1.496
Bottom        -0.000  -0.112  -0.116  -0.415  -0.745  -0.971  -1.096  -1.142
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.015   0.053   0.097   0.127   0.145   0.151
Precast-top   -0.000   0.014   0.014   0.052   0.095   0.124   0.142   0.148
Bottom        -0.000  -0.032  -0.033  -0.118  -0.213  -0.279  -0.317  -0.331
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.024   0.043   0.057   0.065   0.067
Precast-top   -0.000   0.006   0.006   0.023   0.042   0.056   0.063   0.066
Bottom        -0.000  -0.014  -0.015  -0.053  -0.095  -0.125  -0.142  -0.148
 
LL+I(+)
Topping-top   -0.000   0.071   0.073   0.263   0.472   0.613   0.695   0.717
Precast-top   -0.000   0.069   0.072   0.256   0.461   0.600   0.680   0.703
Bottom        -0.000  -0.157  -0.163  -0.581  -1.040  -1.346  -1.520  -1.569
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.091   0.095   0.340   0.611   0.797   0.904   0.936 
Precast-top   -0.007   0.286   0.298   1.153   2.051   2.590   2.782   2.948 
Bottom         0.560   2.775   2.761   1.731   0.639  -0.040  -0.333  -0.505 
 
Final 2 (P/S + DL)
Topping-top   -0.000   0.021   0.021   0.077   0.140   0.184   0.210   0.219 
Precast-top   -0.007   0.217   0.226   0.896   1.590   1.991   2.102   2.245 
Bottom         0.560   2.932   2.924   2.313   1.679   1.306   1.186   1.064 
 

 
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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.400   0.400   0.400   0.200   1.500   1.500 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
Prestress
Precast-top   -0.007  -0.114  -0.117  -0.339  -0.646  -0.947  -1.241  -1.241
Bottom         0.560   3.222   3.225   3.389   3.615   3.832   4.040   4.040
 
Self wt.
Precast-top   -0.000   0.141   0.146   0.525   0.951   1.249   1.420   1.480
Bottom        -0.000  -0.111  -0.115  -0.410  -0.737  -0.961  -1.084  -1.130
 
DL-Prec (DC)
Precast-top   -0.000   0.028   0.029   0.103   0.186   0.244   0.278   0.289
Bottom        -0.000  -0.022  -0.022  -0.080  -0.144  -0.188  -0.212  -0.221
 
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   0.004   0.005   0.006
Bottom        -0.000  -0.000  -0.000  -0.001  -0.002  -0.003  -0.004  -0.005
 
Deck + Haunch
Precast-top   -0.000   0.142   0.147   0.531   0.961   1.262   1.435   1.496
Bottom        -0.000  -0.112  -0.116  -0.415  -0.745  -0.971  -1.096  -1.142
 
DL-Comp (DC)
Topping-top   -0.000   0.014   0.015   0.053   0.097   0.127   0.145   0.151
Precast-top   -0.000   0.014   0.014   0.052   0.095   0.124   0.142   0.148
Bottom        -0.000  -0.032  -0.033  -0.118  -0.213  -0.279  -0.317  -0.331
 
DL-Comp (DW)
Topping-top   -0.000   0.006   0.007   0.024   0.043   0.057   0.065   0.067
Precast-top   -0.000   0.006   0.006   0.023   0.042   0.056   0.063   0.066
Bottom        -0.000  -0.014  -0.015  -0.053  -0.095  -0.125  -0.142  -0.148
 
LL+I(+)
Topping-top   -0.000   0.057   0.059   0.210   0.377   0.490   0.556   0.574
Precast-top   -0.000   0.055   0.057   0.205   0.369   0.480   0.544   0.562
Bottom        -0.000  -0.126  -0.130  -0.465  -0.832  -1.077  -1.216  -1.256
 
Final 1 (P/S + DL + LL)
Topping-top   -0.000   0.077   0.080   0.287   0.517   0.674   0.765   0.792 
Precast-top   -0.007   0.272   0.283   1.101   1.959   2.471   2.646   2.807 
Bottom         0.560   2.807   2.793   1.848   0.847   0.229  -0.029  -0.191 
 

 
 
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   10.10   20.70   31.30   41.90   52.50
F_LL+I(+)
Topping-top   -0.000   0.070   0.072   0.256   0.450   0.583   0.650   0.647
Precast-top   -0.000   0.068   0.071   0.250   0.440   0.570   0.636   0.633
Bottom        -0.000  -0.155  -0.160  -0.566  -0.993  -1.280  -1.421  -1.415
 
Final 3 ( 50% P/S + 50% DL + F_LL )
Topping-top   -0.000   0.080   0.083   0.294   0.520   0.675   0.754   0.756 
Precast-top   -0.004   0.176   0.184   0.698   1.235   1.566   1.687   1.756 
Bottom         0.280   1.311   1.301   0.590  -0.153  -0.627  -0.828  -0.882 
 

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
    297.7    7.0   57.6    0.614   3.2   6.00e-3 50.0    297.3     1.237    5.493      0.00
      0.0    0.7   57.3     31.5 0.109      30.3 0.87    24.00     0.121    2.282 
Transfer:   3.00
    286.1    7.0   57.6    3.685  19.3  -0.06e-3 28.8    130.2     0.258    1.360      0.00
    632.4    4.3   55.5    189.0 0.102     168.4 5.01    24.00     0.121    2.352 
Critical:   5.10
    276.2    7.0   57.6    4.160  19.3  -0.09e-3 28.7    115.1     0.228    1.020      0.00
   1110.8    4.8   55.2    189.0 0.099     172.6 5.16    24.00     0.121    2.303 
0.1L    :  10.60
    250.8    7.0   57.6    5.384  19.3  -0.09e-3 28.7     89.1     0.179    0.331      0.00
   2338.9    6.2   54.6    189.0 0.091     170.3 5.15    24.00     0.121    1.272 
0.2L    :  21.20
    203.6    7.0   53.6    6.944  19.3  -0.04e-3 28.8     55.6     0.122    0.300      0.00
   4175.5    6.5   50.3    189.0 0.078     151.4 4.96    24.00     0.121    1.360 
0.3L    :  31.80
    157.4    7.0   55.7    6.944  19.3   0.31e-3 30.1     32.3     0.121    0.300      0.00
   5402.7    6.5   52.4    189.0 0.057     123.4 3.88    24.00     0.121    1.591 
0.4L    :  42.40
    112.2    7.0   57.7    6.944   0.0   0.66e-3 31.3     18.5     0.121    0.300      0.00
   6044.4    6.5   54.5    189.0 0.044     106.1 3.21    24.00     0.121    1.930 
0.5L    :  53.00
     67.9    7.0   57.7    6.944   0.0   0.52e-3 30.8      0.0     0.121    0.300      0.00
   6124.6    6.5   54.5    189.0 0.026     113.8 3.45    24.00     0.121    3.325 
0.6L    :  63.60
    112.2    7.0   57.7    6.944   0.0   0.66e-3 31.3     18.5     0.121    0.300      0.00
   6044.4    6.5   54.5    189.0 0.044     106.1 3.21    24.00     0.121    1.930 
0.7L    :  74.20
    157.4    7.0   55.7    6.944  19.3   0.31e-3 30.1     32.3     0.121    0.300      0.00
   5402.7    6.5   52.4    189.0 0.057     123.4 3.88    24.00     0.121    1.591 
0.8L    :  84.80
    203.6    7.0   53.6    6.944  19.3  -0.04e-3 28.8     55.6     0.122    0.300      0.00
   4175.5    6.5   50.3    189.0 0.078     151.4 4.96    24.00     0.121    1.360 
0.9L    :  95.40
    250.8    7.0   57.6    5.384  19.3  -0.09e-3 28.7     89.1     0.179    0.331      0.00
   2338.9    6.2   54.6    189.0 0.091     170.3 5.15    24.00     0.121    1.272 
Critical: 100.90
    276.2    7.0   57.6    4.160  19.3  -0.09e-3 28.7    115.1     0.228    1.020      0.00
   1110.8    4.8   55.2    189.0 0.099     172.6 5.16    24.00     0.121    2.303 
Transfer: 103.00
    286.1    7.0   57.6    3.685  19.3  -0.06e-3 28.8    130.2     0.258    1.360      0.00
    632.4    4.3   55.5    189.0 0.102     168.4 5.01    24.00     0.121    2.352 
Bearing : 105.50
    297.7    7.0   57.6    0.614   3.2   6.00e-3 50.0    297.3     1.237    5.493      0.00
      0.0    0.7   57.3     31.5 0.109      30.3 0.87    24.00     0.121    2.282 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 1
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.72
 
 
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
    297.7      5.78     57.63    0.73       57.27    24.00      0.160      1.526      0.259      0.533 
Transfer:      2.50
    286.1      5.73     57.63    4.27       55.50    24.00      0.160      1.509      0.250      0.533 
Critical:      4.60
    276.3      5.56     57.63    4.80       55.24    24.00      0.160      1.453      0.216      0.400 
0.1L    :     10.10
    250.8      5.11     57.63    6.16       54.55    24.00      0.160      1.303      0.126      0.331 
0.2L    :     20.70
    203.6      4.49     53.58    6.46       50.35    24.00      0.160      1.098      0.003      0.300 
0.3L    :     31.30
    157.4      3.34     55.66    6.47       52.43    24.00      0.160      0.712      0.000      0.300 
0.4L    :     41.90
    112.2      2.29     57.75    6.48       54.51    24.00      0.160      0.362      0.000      0.300 
0.5L    :     52.50
     67.9      1.38     57.75    6.48       54.51    24.00      0.160      0.061      0.000      0.300 
0.6L    :     63.10
    112.2      2.29     57.75    6.48       54.51    24.00      0.160      0.362      0.000      0.300 
0.7L    :     73.70
    157.4      3.34     55.66    6.47       52.43    24.00      0.160      0.712      0.000      0.300 
0.8L    :     84.30
    203.6      4.49     53.58    6.46       50.35    24.00      0.160      1.098      0.003      0.300 
0.9L    :     94.90
    250.8      5.11     57.63    6.16       54.55    24.00      0.160      1.303      0.126      0.331 
Critical:    100.40
    276.3      5.56     57.63    4.80       55.24    24.00      0.160      1.453      0.216      0.400 
Transfer:    102.50
    286.1      5.73     57.63    4.27       55.50    24.00      0.160      1.509      0.250      0.533 
Bearing :    105.00
    297.7      5.78     57.63    0.73       57.27    24.00      0.160      1.526      0.259      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.10 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.480  2.30     -1.103
DL-Prec. (DC)  :                       -0.093  3.00     -0.278
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.086  3.00     -0.259
DL-Comp. (DW)  :                       -0.038  3.00     -0.115
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.2 x L = 20.70 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
Deck + Haunch  :                       -0.922  2.30     -2.121
DL-Prec. (DC)  :                       -0.178  3.00     -0.535
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.166  3.00     -0.499
DL-Comp. (DW)  :                       -0.074  3.00     -0.223
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.3 x L = 31.30 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
Deck + Haunch  :                       -1.260  2.30     -2.898
DL-Prec. (DC)  :                       -0.244  3.00     -0.731
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.228  3.00     -0.684
DL-Comp. (DW)  :                       -0.102  3.00     -0.305
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.4 x L = 41.90 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
Deck + Haunch  :                       -1.464  2.30     -3.368
DL-Prec. (DC)  :                       -0.283  3.00     -0.850
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.266  3.00     -0.798
DL-Comp. (DW)  :                       -0.119  3.00     -0.356
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.5 x L = 52.50 ft
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
Deck + Haunch  :                       -1.539  2.30     -3.540
DL-Prec. (DC)  :                       -0.298  3.00     -0.893
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.279  3.00     -0.838
DL-Comp. (DW)  :                       -0.125  3.00     -0.374
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.6 x L = 63.10 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
Deck + Haunch  :                       -1.464  2.30     -3.368
DL-Prec. (DC)  :                       -0.283  3.00     -0.850
Diaphragm      :                       -0.005  3.00     -0.014
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.266  3.00     -0.798
DL-Comp. (DW)  :                       -0.119  3.00     -0.356
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.7 x L = 73.70 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
Deck + Haunch  :                       -1.260  2.30     -2.898
DL-Prec. (DC)  :                       -0.244  3.00     -0.731
Diaphragm      :                       -0.004  3.00     -0.012
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.228  3.00     -0.684
DL-Comp. (DW)  :                       -0.102  3.00     -0.305
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.8 x L = 84.30 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
Deck + Haunch  :                       -0.922  2.30     -2.121
DL-Prec. (DC)  :                       -0.178  3.00     -0.535
Diaphragm      :                       -0.003  3.00     -0.009
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.166  3.00     -0.499
DL-Comp. (DW)  :                       -0.074  3.00     -0.223
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 
At 0.9 x L = 94.90 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
Deck + Haunch  :                       -0.480  2.30     -1.103
DL-Prec. (DC)  :                       -0.093  3.00     -0.278
Diaphragm      :                       -0.001  3.00     -0.004
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.086  3.00     -0.259
DL-Comp. (DW)  :                       -0.038  3.00     -0.115
Live Load      :                                          -inf
Total          :   -nan(ind)        -nan(ind)             -inf
 

ULTIMATE - Span : 1, Beam : 1,  STRENGTH I
(Mr-prvd computed by AASHTO equations, Art. 5.7.3.2/5.7.3.3)
 

Location (ft)
    Mu       dp    Aps    fps     c      a    Mr-prvd eps_t   Phi   Mcr    min Mr  Crkg  Mu-p/r
   k.ft      in    in2    ksi     in     in    k.ft                 k.ft    k.ft   Ratio Ratio
**********************************************************************************************
Transfer:   2.50
   636.6    50.0  4.535  262.4    5.0   4.27   4746.6  0.033T 1.00       -       -     -     -  
H/2     :   2.59
   659.9    50.0  4.561  262.4    5.0   4.29   4773.6  0.033T 1.00       -       -     -     -  
0.1L    :  10.10
  2374.5    51.5  6.627  259.4    7.3   6.16   6933.4  0.022T 1.00       -       -     -     -  
0.2L    :  20.70
  4302.3    53.6  6.944  259.3    7.6   6.46   7554.2  0.021T 1.00   5401.2  5401.2    1.40    -  
0.3L    :  31.30
  5652.3    55.7  6.944  259.7    7.6   6.47   7878.2  0.021T 1.00   5538.1  5538.1    1.42    -  
0.4L    :  41.90
  6458.4    57.7  6.944  260.0    7.6   6.48   8202.3  0.021T 1.00   5766.2  5766.2    1.42    -  
0.5L    :  52.50
  6702.0    57.7  6.944  260.0    7.6   6.48   8202.3  0.021T 1.00   5723.0  5723.0    1.43    -  
0.6L    :  63.10
  6458.4    57.7  6.944  260.0    7.6   6.48   8202.3  0.021T 1.00   5766.2  5766.2    1.42    -  
0.7L    :  73.70
  5652.3    55.7  6.944  259.7    7.6   6.47   7878.2  0.021T 1.00   5538.1  5538.1    1.42    -  
0.8L    :  84.30
  4302.3    53.6  6.944  259.3    7.6   6.46   7554.2  0.021T 1.00   5401.2  5401.2    1.40    -  
0.9L    :  94.90
  2374.5    51.5  6.627  259.4    7.3   6.16   6933.4  0.022T 1.00       -       -     -     -  
H/2     : 102.41
   659.9    50.0  4.561  262.4    5.0   4.29   4773.6  0.033T 1.00       -       -     -     -  
Transfer: 102.50
   636.6    50.0  4.535  262.4    5.0   4.27   4746.6  0.033T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.193
 
  2   2 E  50.50 Ft     0.444
        M   6.00 Fb     0.103
 
  3   2 E  48.50 Ft     0.824
        M   4.00 Fb     0.031
 
  4   2 E  46.50 Ft     1.180
        M   2.00 Fb    -0.023
 
  5   2 E   8.00 Ft     1.122
        M   8.00 Fb     0.248
 
  6   2 E   8.00 Ft     1.064
        M   8.00 Fb     0.520
 
  7   2 E   6.00 Ft     0.982
        M   6.00 Fb     0.810
 
  8   2 E   6.00 Ft     0.901
        M   6.00 Fb     1.100
 
  9   2 E   6.00 Ft     0.819
        M   6.00 Fb     1.390
 
 10   2 E   6.00 Ft     0.738
        M   6.00 Fb     1.680
 
 11   2 E   4.00 Ft     0.633
        M   4.00 Fb     1.989
 
 12   2 E   4.00 Ft     0.528
        M   4.00 Fb     2.297
 
 13   2 E   4.00 Ft     0.423
        M   4.00 Fb     2.605
 
 14   2 E   2.00 Ft     0.295
        M   2.00 Fb     2.932
 
 15   2 E   2.00 Ft     0.166
        M   2.00 Fb     3.259
 
 16   2 E   2.00 Ft     0.038
        M   2.00 Fb     3.586
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  1,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 106.00            Release Length, ft: 106.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.60 %               Final losses: 14.68 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.586     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.016   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.590           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8202.26     6701.97     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   0.936     Midspan    1.800   0.219     Midspan
    Pre.Top:   4.500   2.948     Midspan    3.380   2.245     Midspan
    Pre.Bot:   4.500   2.775    Transfer    3.380   2.932    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.007     Bearing
    Pre.Bot:  -0.520  -0.191     Midspan
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.756     Midspan
    Pre.Bot:                                                             3.000   1.311    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
Deck + Haunch  :                       -1.539  2.30     -3.540
DL-Prec. (DC)  :                       -0.298  3.00     -0.893
Diaphragm      :                       -0.005  3.00     -0.015
DL-Prec. (DW)  :                        0.000  3.00      0.000
DL-Comp. (DC)  :                       -0.279  3.00     -0.838
DL-Comp. (DW)  :                       -0.125  3.00     -0.374
Live Load      :                                          -inf
 
Total          :   -nan(ind)        -nan(ind)             -inf
 
Positive values indicate upward deflection.

Span: 1, Beam: 2
 
PRECAST DATA:                                    GENERAL BRIDGE DATA:
-------------                                    --------------------
Section Id: IA-Std-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  105.00
     DC  Line       0.070      0.00       0.070  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.000 ft
Release length = 106.000 ft
Design  length = 105.000 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)  : 0.633   (Calculated)    
Live Moment (1  lane  loaded)  : 0.444   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.000   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.837   (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           1122.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           534541 in4#
Ht. of c.g.           =        24.37 in             38.99 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 = 0.6832

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    10.10    20.70    31.30    41.90    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    644.3    672.3    672.3    672.3    672.3    672.3    672.3    672.3
  Yb      ,  in    24.27    23.76    23.76    23.69    23.58    23.48    23.38    23.38
  MI(Ixx) , in4   215725   219665   219679   220894   222848   225080   227589   227589
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1127.2   1152.8   1152.8   1152.8   1152.8   1152.8   1152.8   1152.8
  Yb      ,  in    38.87    38.28    38.28    38.24    38.18    38.13    38.07    38.07
  MI(Ixx) , in4   538056   555945   555974   558406   562062   565979   570156   570156

Span: 1, Beam: 2
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 2
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.40 ft from member end )
END PATTERN (Ycg = 12.84 in):
     8 @  2.000 in     6 @  4.000 in     8 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.50 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     8 @  6.000 in     4 @  8.000 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     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.820 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.776 ft
Holddown Force        =  22.237 kips     Beam Shrtng (PL/AE)   =      0.528 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)       
--------------------------------------------------------------------------------------
      3393.942         740 2511.517     17.413 70523.281   784.481     310.066        
 
 
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#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8750      9.3750    Yes
      2      US#4[M13]       60.00        0.40      14.50       9.3750     13.0000    Yes
      2      US#4[M13]       60.00        0.40      16.00      13.0000     93.0000    Yes
      2      US#4[M13]       60.00        0.40      14.50      93.0000     96.6250    Yes
      2      US#4[M13]       60.00        0.40      14.00      96.6250    100.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00     100.1250    102.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6250    101.6250     No
      2      US#5[M16]       60.00        0.62      10.50     101.6250    102.5000     No
      2      US#5[M16]       60.00        0.62       9.00     102.5000    104.7500     No
      2      US#5[M16]       60.00        0.62       7.50     104.7500    105.3750     No
      2      US#5[M16]       60.00        0.62       3.00     105.3750    105.6250     No
      2      US#4[M13]       60.00        0.40       9.00     102.1250    105.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     104.8750    105.8750     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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.50 in
         P_init    =     1361.2 kips  Ecc = 19.87 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.86 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.884 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.13 ksi    0.00 ksi
    due to Composite Loads                                 -2.26 ksi    0.00 ksi
    due to Live Loads                                      -5.87 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.86 ksi  ( 8.60 %)            11.93 ksi ( 6.09 %)
Total Prestress Losses                                    28.79 ksi (14.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.9     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   185.6   192.4   690.4  1245.2  1626.1  1852.2  1913.0
            V     120.9   116.9   116.7   104.8    88.5    72.1    49.4    33.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.9   116.9   116.8   104.9    89.6    75.0    61.1    47.8
            M       0.0   183.3   189.9   670.3  1173.6  1485.0  1618.3  1586.8
Total     : M+      0.0   430.8   446.5  1607.5  2915.2  3834.2  4383.9  4553.5
            V     221.3   212.6   212.2   186.0   149.4   112.7    69.7    33.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   221.3   212.6   212.3   186.1   150.5   115.6    81.4    47.9
            M       0.0   428.4   444.0  1587.4  2843.5  3693.2  4150.0  4227.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1852.2  1626.1  1245.2   690.4   192.4   185.6     0.0
            V      49.4    72.1    88.5   104.8   116.7   116.9   120.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.1    75.0    89.6   104.9   116.8   116.9   120.9
            M    1618.3  1485.0  1173.6   670.3   189.9   183.3     0.0
Total     : M+   4383.9  3834.2  2915.2  1607.5   446.5   430.8     0.0
            V      69.7   112.7   149.4   186.0   212.2   212.6   221.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.4   115.6   150.5   186.1   212.3   212.6   221.3
            M    4150.0  3693.2  2843.5  1587.4   444.0   428.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.9             34.9
Deck+Haunch            38.7             38.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           34.6             34.6
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.9     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   148.5   153.9   552.4   996.2  1300.8  1481.7  1530.4
            V      96.7    93.5    93.4    83.9    70.8    57.7    39.5    26.4
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    96.7    93.5    93.4    83.9    71.7    60.0    48.8    38.2
            M       0.0   146.6   151.9   536.2   938.8  1188.0  1294.6  1269.4
Total     : M+      0.0   393.6   408.0  1469.4  2666.1  3509.0  4013.4  4170.9
            V     197.1   189.2   188.9   165.0   131.7    98.3    59.9    26.5
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   197.1   189.2   188.9   165.1   132.6   100.6    69.2    38.4
            M       0.0   391.8   406.0  1453.3  2608.8  3396.2  3826.3  3910.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1481.7  1300.8   996.2   552.4   153.9   148.5     0.0
            V      39.5    57.7    70.8    83.9    93.4    93.5    96.7
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    48.8    60.0    71.7    83.9    93.4    93.5    96.7
            M    1294.6  1188.0   938.8   536.2   151.9   146.6     0.0
Total     : M+   4013.4  3509.0  2666.1  1469.4   408.0   393.6     0.0
            V      59.9    98.3   131.7   165.0   188.9   189.2   197.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.2   100.6   132.6   165.1   188.9   189.2   197.1
            M    3826.3  3396.2  2608.8  1453.3   406.0   391.8     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   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0   106.6   110.4   398.6   725.6   959.2  1099.4  1146.1
(Max)       V      43.7    41.6    41.5    35.3    26.4    17.6     8.8     0.0
Self wt.  : M       0.0    76.7    79.5   287.0   522.4   690.6   791.6   825.2
(Min)       V      31.4    29.9    29.9    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    12.9    13.3    48.1    87.6   115.8   132.7   138.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     9.3     9.6    34.6    63.1    83.4    95.6    99.6
DC(Min)     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
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   118.0   122.3   441.5   803.8  1062.5  1217.8  1269.6
Haunch (Max)V      48.4    46.1    46.0    39.1    29.3    19.5     9.8     0.0
Deck +    : M       0.0    85.0    88.1   317.9   578.7   765.0   876.8   914.1
Haunch (Min)V      34.8    33.2    33.1    28.1    21.1    14.1     7.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.8     3.7     5.6     7.5     9.4
(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     1.3     2.7     4.0     5.4     6.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    47.4    49.1   177.3   322.8   426.8   489.1   509.9
DC(Max)     V      19.4    18.5    18.5    15.7    11.8     7.8     3.9     0.0
DL-Comp   : M       0.0    34.1    35.4   127.7   232.4   307.3   352.2   367.1
DC(Min)     V      14.0    13.3    13.3    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    25.4    26.3    94.9   172.8   228.4   261.7   272.9
DW(Max)     V      10.4     9.9     9.9     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.0    11.4    41.1    74.9    99.0   113.4   118.2
DW(Min)     V       4.5     4.3     4.3     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   324.8   336.7  1208.3  2179.1  2845.6  3241.3  3347.7
            V     211.5   204.6   204.3   183.4   154.8   126.2    86.4    57.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   211.5   204.6   204.3   183.6   156.8   131.2   106.8    83.6
            M       0.0   320.7   332.3  1173.0  2053.7  2598.8  2832.0  2776.9
Total     : M+      0.0   635.5   658.7  2370.5  4295.4  5643.9  6449.5  6693.8
            V     338.8   325.8   325.3   286.3   232.0   177.7   112.2    57.9
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   338.8   325.8   325.4   286.4   234.0   182.8   132.7    83.8
            M       0.0   631.4   654.4  2335.2  4170.0  5397.1  6040.2  6123.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M    1099.4   959.2   725.6   398.6   110.4   106.6     0.0
(Max)       V       8.8    17.6    26.4    35.3    41.5    41.6    43.7
Self wt.  : M     791.6   690.6   522.4   287.0    79.5    76.7     0.0
(Min)       V       6.3    12.7    19.0    25.4    29.9    29.9    31.4
DL-Prec.  : M     132.7   115.8    87.6    48.1    13.3    12.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M      95.6    83.4    63.1    34.6     9.6     9.3     0.0
DC(Min)     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
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    1217.8  1062.5   803.8   441.5   122.3   118.0     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.0    46.1    48.4
Deck +    : M     876.8   765.0   578.7   317.9    88.1    85.0     0.0
Haunch (Min)V       7.0    14.1    21.1    28.1    33.1    33.2    34.8
Diaphragm : M       7.5     5.6     3.7     1.8     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.4     4.0     2.7     1.3     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     489.1   426.8   322.8   177.3    49.1    47.4     0.0
DC(Max)     V       3.9     7.8    11.8    15.7    18.5    18.5    19.4
DL-Comp   : M     352.2   307.3   232.4   127.7    35.4    34.1     0.0
DC(Min)     V       2.8     5.6     8.5    11.3    13.3    13.3    14.0
DL-Comp   : M     261.7   228.4   172.8    94.9    26.3    25.4     0.0
DW(Max)     V       2.1     4.2     6.3     8.4     9.9     9.9    10.4
DL-Comp   : M     113.4    99.0    74.9    41.1    11.4    11.0     0.0
DW(Min)     V       0.9     1.8     2.7     3.6     4.3     4.3     4.5
LL + I    : M+   3241.3  2845.6  2179.1  1208.3   336.7   324.8     0.0
            V      86.4   126.2   154.8   183.4   204.3   204.6   211.5
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   106.8   131.2   156.8   183.6   204.3   204.6   211.5
            M    2832.0  2598.8  2053.7  1173.0   332.3   320.7     0.0
Total     : M+   6449.5  5643.9  4295.4  2370.5   658.7   635.5     0.0
            V     112.2   177.7   232.0   286.3   325.3   325.8   338.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   132.7   182.8   234.0   286.4   325.4   325.8   338.8
            M    6040.2  5397.1  4170.0  2335.2   654.4   631.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.7             43.7
Deck+Haunch            48.4             48.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           52.0             52.0
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     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     1.4     2.9     4.5     6.0     7.5
(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    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     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    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   128.3   133.0   471.8   833.8  1084.5  1215.0  1209.2
            V     100.3    97.3    97.2    88.1    76.0    57.8    45.7    33.6
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   100.3    97.3    97.2    88.1    76.0    63.9    51.7    39.6
            M       0.0   128.3   133.0   471.8   833.8  1059.5  1148.9  1102.0
Total     : M+      0.0   373.5   387.1  1388.9  2503.8  3292.6  3746.7  3849.7
            V     200.7   192.9   192.6   169.3   136.9    98.5    66.1    33.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.7   192.9   192.6   169.3   136.9   104.5    72.1    39.7
            M       0.0   373.5   387.1  1388.9  2503.8  3267.7  3680.6  3742.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1215.0  1084.5   833.8   471.8   133.0   128.3     0.0
            V      45.7    57.8    76.0    88.1    97.2    97.3   100.3
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    51.7    63.9    76.0    88.1    97.2    97.3   100.3
            M    1148.9  1059.5   833.8   471.8   133.0   128.3     0.0
Total     : M+   3746.7  3292.6  2503.8  1388.9   387.1   373.5     0.0
            V      66.1    98.5   136.9   169.3   192.6   192.9   200.7
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    72.1   104.5   136.9   169.3   192.6   192.9   200.7
            M    3680.6  3267.7  2503.8  1388.9   387.1   373.5     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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
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   0.020   0.072   0.131   0.172   0.197   0.205 
Precast-top   -0.007   0.219   0.228   0.903   1.603   2.008   2.123   2.268 
Bottom         0.560   2.930   2.922   2.305   1.664   1.287   1.164   1.040 
 

 
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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.400   0.400   0.400   0.200   1.500   1.500 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
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   10.10   20.70   31.30   41.90   52.50
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   0.055   0.057   0.202   0.358   0.465   0.521   0.523 
Precast-top   -0.004   0.153   0.159   0.611   1.083   1.369   1.469   1.539 
Bottom         0.280   1.359   1.351   0.765   0.152  -0.233  -0.392  -0.449 
 

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
    338.8    7.0   57.6    0.612   3.2   6.00e-3 50.0    342.9     1.426    5.493      0.00
      0.0    0.7   57.3     31.5 0.124      30.3 0.87    24.00     0.121    2.006 
Transfer:   3.00
    325.8    7.0   57.6    3.673  19.3  -0.03e-3 28.9    177.5     0.352    1.360      0.00
    631.4    3.9   55.7    189.0 0.117     165.3 4.90    24.00     0.121    2.072 
Critical:   5.12
    314.7    7.0   57.6    4.151  19.3  -0.06e-3 28.8    161.2     0.319    1.020      0.00
   1112.6    4.4   55.4    189.0 0.114     169.3 5.04    24.00     0.121    2.011 
0.1L    :  10.60
    286.4    7.0   57.6    5.370  19.3  -0.08e-3 28.7    129.8     0.260    0.331      0.00
   2335.2    5.6   54.8    189.0 0.104     169.1 5.09    24.00     0.121    1.112 
0.2L    :  21.20
    234.0    7.0   53.6    6.944  19.3  -0.03e-3 28.9     89.5     0.195    0.300      0.00
   4170.0    5.9   50.6    189.0 0.091     151.2 4.93    24.00     0.121    1.185 
0.3L    :  31.80
    182.8    7.0   55.7    6.944  19.3   0.40e-3 30.4     66.1     0.147    0.300      0.00
   5397.1    5.9   52.7    189.0 0.066     117.7 3.69    24.00     0.121    1.338 
0.4L    :  42.40
    132.7    7.0   57.7    6.944   0.0   0.72e-3 31.5     44.1     0.121    0.300      0.00
   6040.2    5.9   54.8    189.0 0.051     103.3 3.11    24.00     0.121    1.609 
0.5L    :  53.00
     83.8    7.0   57.7    6.944   0.0   0.57e-3 31.0      0.0     0.121    0.300      0.00
   6123.0    5.9   54.8    189.0 0.032     111.8 3.37    24.00     0.121    2.670 
0.6L    :  63.60
    132.7    7.0   57.7    6.944   0.0   0.72e-3 31.5     44.1     0.121    0.300      0.00
   6040.2    5.9   54.8    189.0 0.051     103.3 3.11    24.00     0.121    1.609 
0.7L    :  74.20
    182.8    7.0   55.7    6.944  19.3   0.40e-3 30.4     66.1     0.147    0.300      0.00
   5397.1    5.9   52.7    189.0 0.066     117.7 3.69    24.00     0.121    1.338 
0.8L    :  84.80
    234.0    7.0   53.6    6.944  19.3  -0.03e-3 28.9     89.5     0.195    0.300      0.00
   4170.0    5.9   50.6    189.0 0.091     151.2 4.93    24.00     0.121    1.185 
0.9L    :  95.40
    286.4    7.0   57.6    5.370  19.3  -0.08e-3 28.7    129.8     0.260    0.331      0.00
   2335.2    5.6   54.8    189.0 0.104     169.1 5.09    24.00     0.121    1.112 
Critical: 100.88
    314.7    7.0   57.6    4.151  19.3  -0.06e-3 28.8    161.2     0.319    1.020      0.00
   1112.6    4.4   55.4    189.0 0.114     169.3 5.04    24.00     0.121    2.011 
Transfer: 103.00
    325.8    7.0   57.6    3.673  19.3  -0.03e-3 28.9    177.5     0.352    1.360      0.00
    631.4    3.9   55.7    189.0 0.117     165.3 4.90    24.00     0.121    2.072 
Bearing : 105.50
    338.8    7.0   57.6    0.612   3.2   6.00e-3 50.0    342.9     1.426    5.493      0.00
      0.0    0.7   57.3     31.5 0.124      30.3 0.87    24.00     0.121    2.006 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 2
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.72
 
 
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
    338.8      6.57     57.63    0.66       57.30    24.00      0.160      1.790      0.418      0.533 
Transfer:      2.50
    325.8      6.50     57.63    3.89       55.69    24.00      0.160      1.767      0.404      0.533 
Critical:      4.62
    314.8      6.31     57.63    4.38       55.45    24.00      0.160      1.703      0.366      0.400 
0.1L    :     10.10
    286.4      5.80     57.63    5.62       54.82    24.00      0.160      1.535      0.265      0.331 
0.2L    :     20.70
    234.0      5.14     53.58    5.90       50.63    24.00      0.160      1.312      0.131      0.300 
0.3L    :     31.30
    182.8      3.85     55.66    5.91       52.71    24.00      0.160      0.884      0.000      0.300 
0.4L    :     41.90
    132.7      2.69     57.75    5.92       54.79    24.00      0.160      0.497      0.000      0.300 
0.5L    :     52.50
     83.8      1.70     57.75    5.92       54.79    24.00      0.160      0.166      0.000      0.300 
0.6L    :     63.10
    132.7      2.69     57.75    5.92       54.79    24.00      0.160      0.497      0.000      0.300 
0.7L    :     73.70
    182.8      3.85     55.66    5.91       52.71    24.00      0.160      0.884      0.000      0.300 
0.8L    :     84.30
    234.0      5.14     53.58    5.90       50.63    24.00      0.160      1.312      0.131      0.300 
0.9L    :     94.90
    286.4      5.80     57.63    5.62       54.82    24.00      0.160      1.535      0.265      0.331 
Critical:    100.38
    314.8      6.31     57.63    4.38       55.45    24.00      0.160      1.703      0.366      0.400 
Transfer:    102.50
    325.8      6.50     57.63    3.89       55.69    24.00      0.160      1.767      0.404      0.533 
Bearing :    105.00
    338.8      6.57     57.63    0.66       57.30    24.00      0.160      1.790      0.418      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.10 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
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          :       0.945            1.673            1.968
 
At 0.2 x L = 20.70 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
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          :       1.658            2.932            3.440
 
At 0.3 x L = 31.30 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
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          :       2.150            3.799            4.449
 
At 0.4 x L = 41.90 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
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          :       2.422            4.278            5.004
 
At 0.5 x L = 52.50 ft
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
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          :       2.528            4.465            5.221
 
At 0.6 x L = 63.10 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
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          :       2.422            4.278            5.004
 
At 0.7 x L = 73.70 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
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          :       2.150            3.799            4.449
 
At 0.8 x L = 84.30 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
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          :       1.658            2.932            3.440
 
At 0.9 x L = 94.90 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
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          :       0.945            1.673            1.968
 

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
   635.5    50.0  4.520  263.1    4.6   3.89   4762.2  0.037T 1.00       -       -     -     -  
H/2     :   2.59
   658.7    50.0  4.546  263.1    4.6   3.91   4789.5  0.036T 1.00       -       -     -     -  
0.1L    :  10.10
  2370.5    51.5  6.609  260.3    6.6   5.62   6978.3  0.024T 1.00       -       -     -     -  
0.2L    :  20.70
  4295.4    53.6  6.944  260.2    6.9   5.90   7622.6  0.023T 1.00    566.7   566.7   13.45    -  
0.3L    :  31.30
  5643.9    55.7  6.944  260.6    7.0   5.91   7946.9  0.023T 1.00    360.4   360.4   22.05    -  
0.4L    :  41.90
  6449.5    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    254.5   254.5   32.50    -  
0.5L    :  52.50
  6693.8    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    208.8   208.8   39.60    -  
0.6L    :  63.10
  6449.5    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    254.5   254.5   32.50    -  
0.7L    :  73.70
  5643.9    55.7  6.944  260.6    7.0   5.91   7946.9  0.023T 1.00    360.4   360.4   22.05    -  
0.8L    :  84.30
  4295.4    53.6  6.944  260.2    6.9   5.90   7622.6  0.023T 1.00    566.7   566.7   13.45    -  
0.9L    :  94.90
  2370.5    51.5  6.609  260.3    6.6   5.62   6978.3  0.024T 1.00       -       -     -     -  
H/2     : 102.41
   658.7    50.0  4.546  263.1    4.6   3.91   4789.5  0.036T 1.00       -       -     -     -  
Transfer: 102.50
   635.5    50.0  4.520  263.1    4.6   3.89   4762.2  0.037T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.193
 
  2   2 E  50.50 Ft     0.444
        M   6.00 Fb     0.103
 
  3   2 E  48.50 Ft     0.824
        M   4.00 Fb     0.031
 
  4   2 E  46.50 Ft     1.180
        M   2.00 Fb    -0.023
 
  5   2 E   8.00 Ft     1.122
        M   8.00 Fb     0.248
 
  6   2 E   8.00 Ft     1.064
        M   8.00 Fb     0.520
 
  7   2 E   6.00 Ft     0.982
        M   6.00 Fb     0.810
 
  8   2 E   6.00 Ft     0.901
        M   6.00 Fb     1.100
 
  9   2 E   6.00 Ft     0.819
        M   6.00 Fb     1.390
 
 10   2 E   6.00 Ft     0.738
        M   6.00 Fb     1.680
 
 11   2 E   4.00 Ft     0.633
        M   4.00 Fb     1.989
 
 12   2 E   4.00 Ft     0.528
        M   4.00 Fb     2.297
 
 13   2 E   4.00 Ft     0.423
        M   4.00 Fb     2.605
 
 14   2 E   2.00 Ft     0.295
        M   2.00 Fb     2.932
 
 15   2 E   2.00 Ft     0.166
        M   2.00 Fb     3.259
 
 16   2 E   2.00 Ft     0.038
        M   2.00 Fb     3.586
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  2,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 106.00            Release Length, ft: 106.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.60 %               Final losses: 14.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.586     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.016   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.590           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8271.30     6693.83     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.205     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.268     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   2.930    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.539     Midspan
    Pre.Bot:                                                             3.000   1.359    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
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          :       2.528            4.465            5.221
 
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  105.00
     DC  Line       0.070      0.00       0.070  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.000 ft
Release length = 106.000 ft
Design  length = 105.000 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)  : 0.633   (Calculated)    
Live Moment (1  lane  loaded)  : 0.444   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.000   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.837   (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           1122.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           534541 in4#
Ht. of c.g.           =        24.37 in             38.99 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 = 0.6832

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    10.10    20.70    31.30    41.90    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    644.3    672.3    672.3    672.3    672.3    672.3    672.3    672.3
  Yb      ,  in    24.27    23.76    23.76    23.69    23.58    23.48    23.38    23.38
  MI(Ixx) , in4   215725   219665   219679   220894   222848   225080   227589   227589
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1127.2   1152.8   1152.8   1152.8   1152.8   1152.8   1152.8   1152.8
  Yb      ,  in    38.87    38.28    38.28    38.24    38.18    38.13    38.07    38.07
  MI(Ixx) , in4   538056   555945   555974   558406   562062   565979   570156   570156

Span: 1, Beam: 3
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 3
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.40 ft from member end )
END PATTERN (Ycg = 12.84 in):
     8 @  2.000 in     6 @  4.000 in     8 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.50 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     8 @  6.000 in     4 @  8.000 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     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.820 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.776 ft
Holddown Force        =  22.237 kips     Beam Shrtng (PL/AE)   =      0.528 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)       
--------------------------------------------------------------------------------------
      3393.942         740 2511.517     17.413 70523.281   784.481     310.066        
 
 
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#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8750      9.3750    Yes
      2      US#4[M13]       60.00        0.40      14.50       9.3750     13.0000    Yes
      2      US#4[M13]       60.00        0.40      16.00      13.0000     93.0000    Yes
      2      US#4[M13]       60.00        0.40      14.50      93.0000     96.6250    Yes
      2      US#4[M13]       60.00        0.40      14.00      96.6250    100.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00     100.1250    102.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6250    101.6250     No
      2      US#5[M16]       60.00        0.62      10.50     101.6250    102.5000     No
      2      US#5[M16]       60.00        0.62       9.00     102.5000    104.7500     No
      2      US#5[M16]       60.00        0.62       7.50     104.7500    105.3750     No
      2      US#5[M16]       60.00        0.62       3.00     105.3750    105.6250     No
      2      US#4[M13]       60.00        0.40       9.00     102.1250    105.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     104.8750    105.8750     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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.50 in
         P_init    =     1361.2 kips  Ecc = 19.87 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.86 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.884 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.13 ksi    0.00 ksi
    due to Composite Loads                                 -2.26 ksi    0.00 ksi
    due to Live Loads                                      -5.87 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.86 ksi  ( 8.60 %)            11.93 ksi ( 6.09 %)
Total Prestress Losses                                    28.79 ksi (14.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.9     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   185.6   192.4   690.4  1245.2  1626.1  1852.2  1913.0
            V     120.9   116.9   116.7   104.8    88.5    72.1    49.4    33.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.9   116.9   116.8   104.9    89.6    75.0    61.1    47.8
            M       0.0   183.3   189.9   670.3  1173.6  1485.0  1618.3  1586.8
Total     : M+      0.0   430.8   446.5  1607.5  2915.2  3834.2  4383.9  4553.5
            V     221.3   212.6   212.2   186.0   149.4   112.7    69.7    33.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   221.3   212.6   212.3   186.1   150.5   115.6    81.4    47.9
            M       0.0   428.4   444.0  1587.4  2843.5  3693.2  4150.0  4227.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1852.2  1626.1  1245.2   690.4   192.4   185.6     0.0
            V      49.4    72.1    88.5   104.8   116.7   116.9   120.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.1    75.0    89.6   104.9   116.8   116.9   120.9
            M    1618.3  1485.0  1173.6   670.3   189.9   183.3     0.0
Total     : M+   4383.9  3834.2  2915.2  1607.5   446.5   430.8     0.0
            V      69.7   112.7   149.4   186.0   212.2   212.6   221.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.4   115.6   150.5   186.1   212.3   212.6   221.3
            M    4150.0  3693.2  2843.5  1587.4   444.0   428.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.9             34.9
Deck+Haunch            38.7             38.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           34.6             34.6
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.9     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   148.5   153.9   552.4   996.2  1300.8  1481.7  1530.4
            V      96.7    93.5    93.4    83.9    70.8    57.7    39.5    26.4
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    96.7    93.5    93.4    83.9    71.7    60.0    48.8    38.2
            M       0.0   146.6   151.9   536.2   938.8  1188.0  1294.6  1269.4
Total     : M+      0.0   393.6   408.0  1469.4  2666.1  3509.0  4013.4  4170.9
            V     197.1   189.2   188.9   165.0   131.7    98.3    59.9    26.5
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   197.1   189.2   188.9   165.1   132.6   100.6    69.2    38.4
            M       0.0   391.8   406.0  1453.3  2608.8  3396.2  3826.3  3910.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1481.7  1300.8   996.2   552.4   153.9   148.5     0.0
            V      39.5    57.7    70.8    83.9    93.4    93.5    96.7
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    48.8    60.0    71.7    83.9    93.4    93.5    96.7
            M    1294.6  1188.0   938.8   536.2   151.9   146.6     0.0
Total     : M+   4013.4  3509.0  2666.1  1469.4   408.0   393.6     0.0
            V      59.9    98.3   131.7   165.0   188.9   189.2   197.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.2   100.6   132.6   165.1   188.9   189.2   197.1
            M    3826.3  3396.2  2608.8  1453.3   406.0   391.8     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   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0   106.6   110.4   398.6   725.6   959.2  1099.4  1146.1
(Max)       V      43.7    41.6    41.5    35.3    26.4    17.6     8.8     0.0
Self wt.  : M       0.0    76.7    79.5   287.0   522.4   690.6   791.6   825.2
(Min)       V      31.4    29.9    29.9    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    12.9    13.3    48.1    87.6   115.8   132.7   138.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     9.3     9.6    34.6    63.1    83.4    95.6    99.6
DC(Min)     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
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   118.0   122.3   441.5   803.8  1062.5  1217.8  1269.6
Haunch (Max)V      48.4    46.1    46.0    39.1    29.3    19.5     9.8     0.0
Deck +    : M       0.0    85.0    88.1   317.9   578.7   765.0   876.8   914.1
Haunch (Min)V      34.8    33.2    33.1    28.1    21.1    14.1     7.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.8     3.7     5.6     7.5     9.4
(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     1.3     2.7     4.0     5.4     6.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    47.4    49.1   177.3   322.8   426.8   489.1   509.9
DC(Max)     V      19.4    18.5    18.5    15.7    11.8     7.8     3.9     0.0
DL-Comp   : M       0.0    34.1    35.4   127.7   232.4   307.3   352.2   367.1
DC(Min)     V      14.0    13.3    13.3    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    25.4    26.3    94.9   172.8   228.4   261.7   272.9
DW(Max)     V      10.4     9.9     9.9     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.0    11.4    41.1    74.9    99.0   113.4   118.2
DW(Min)     V       4.5     4.3     4.3     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   324.8   336.7  1208.3  2179.1  2845.6  3241.3  3347.7
            V     211.5   204.6   204.3   183.4   154.8   126.2    86.4    57.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   211.5   204.6   204.3   183.6   156.8   131.2   106.8    83.6
            M       0.0   320.7   332.3  1173.0  2053.7  2598.8  2832.0  2776.9
Total     : M+      0.0   635.5   658.7  2370.5  4295.4  5643.9  6449.5  6693.8
            V     338.8   325.8   325.3   286.3   232.0   177.7   112.2    57.9
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   338.8   325.8   325.4   286.4   234.0   182.8   132.7    83.8
            M       0.0   631.4   654.4  2335.2  4170.0  5397.1  6040.2  6123.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M    1099.4   959.2   725.6   398.6   110.4   106.6     0.0
(Max)       V       8.8    17.6    26.4    35.3    41.5    41.6    43.7
Self wt.  : M     791.6   690.6   522.4   287.0    79.5    76.7     0.0
(Min)       V       6.3    12.7    19.0    25.4    29.9    29.9    31.4
DL-Prec.  : M     132.7   115.8    87.6    48.1    13.3    12.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M      95.6    83.4    63.1    34.6     9.6     9.3     0.0
DC(Min)     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
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    1217.8  1062.5   803.8   441.5   122.3   118.0     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.0    46.1    48.4
Deck +    : M     876.8   765.0   578.7   317.9    88.1    85.0     0.0
Haunch (Min)V       7.0    14.1    21.1    28.1    33.1    33.2    34.8
Diaphragm : M       7.5     5.6     3.7     1.8     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.4     4.0     2.7     1.3     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     489.1   426.8   322.8   177.3    49.1    47.4     0.0
DC(Max)     V       3.9     7.8    11.8    15.7    18.5    18.5    19.4
DL-Comp   : M     352.2   307.3   232.4   127.7    35.4    34.1     0.0
DC(Min)     V       2.8     5.6     8.5    11.3    13.3    13.3    14.0
DL-Comp   : M     261.7   228.4   172.8    94.9    26.3    25.4     0.0
DW(Max)     V       2.1     4.2     6.3     8.4     9.9     9.9    10.4
DL-Comp   : M     113.4    99.0    74.9    41.1    11.4    11.0     0.0
DW(Min)     V       0.9     1.8     2.7     3.6     4.3     4.3     4.5
LL + I    : M+   3241.3  2845.6  2179.1  1208.3   336.7   324.8     0.0
            V      86.4   126.2   154.8   183.4   204.3   204.6   211.5
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   106.8   131.2   156.8   183.6   204.3   204.6   211.5
            M    2832.0  2598.8  2053.7  1173.0   332.3   320.7     0.0
Total     : M+   6449.5  5643.9  4295.4  2370.5   658.7   635.5     0.0
            V     112.2   177.7   232.0   286.3   325.3   325.8   338.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   132.7   182.8   234.0   286.4   325.4   325.8   338.8
            M    6040.2  5397.1  4170.0  2335.2   654.4   631.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.7             43.7
Deck+Haunch            48.4             48.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           52.0             52.0
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     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     1.4     2.9     4.5     6.0     7.5
(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    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     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    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   128.3   133.0   471.8   833.8  1084.5  1215.0  1209.2
            V     100.3    97.3    97.2    88.1    76.0    57.8    45.7    33.6
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   100.3    97.3    97.2    88.1    76.0    63.9    51.7    39.6
            M       0.0   128.3   133.0   471.8   833.8  1059.5  1148.9  1102.0
Total     : M+      0.0   373.5   387.1  1388.9  2503.8  3292.6  3746.7  3849.7
            V     200.7   192.9   192.6   169.3   136.9    98.5    66.1    33.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.7   192.9   192.6   169.3   136.9   104.5    72.1    39.7
            M       0.0   373.5   387.1  1388.9  2503.8  3267.7  3680.6  3742.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1215.0  1084.5   833.8   471.8   133.0   128.3     0.0
            V      45.7    57.8    76.0    88.1    97.2    97.3   100.3
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    51.7    63.9    76.0    88.1    97.2    97.3   100.3
            M    1148.9  1059.5   833.8   471.8   133.0   128.3     0.0
Total     : M+   3746.7  3292.6  2503.8  1388.9   387.1   373.5     0.0
            V      66.1    98.5   136.9   169.3   192.6   192.9   200.7
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    72.1   104.5   136.9   169.3   192.6   192.9   200.7
            M    3680.6  3267.7  2503.8  1388.9   387.1   373.5     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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
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   0.020   0.072   0.131   0.172   0.197   0.205 
Precast-top   -0.007   0.219   0.228   0.903   1.603   2.008   2.123   2.268 
Bottom         0.560   2.930   2.922   2.305   1.664   1.287   1.164   1.040 
 

 
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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.400   0.400   0.400   0.200   1.500   1.500 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
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   10.10   20.70   31.30   41.90   52.50
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   0.055   0.057   0.202   0.358   0.465   0.521   0.523 
Precast-top   -0.004   0.153   0.159   0.611   1.083   1.369   1.469   1.539 
Bottom         0.280   1.359   1.351   0.765   0.152  -0.233  -0.392  -0.449 
 

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
    338.8    7.0   57.6    0.612   3.2   6.00e-3 50.0    342.9     1.426    5.493      0.00
      0.0    0.7   57.3     31.5 0.124      30.3 0.87    24.00     0.121    2.006 
Transfer:   3.00
    325.8    7.0   57.6    3.673  19.3  -0.03e-3 28.9    177.5     0.352    1.360      0.00
    631.4    3.9   55.7    189.0 0.117     165.3 4.90    24.00     0.121    2.072 
Critical:   5.12
    314.7    7.0   57.6    4.151  19.3  -0.06e-3 28.8    161.2     0.319    1.020      0.00
   1112.6    4.4   55.4    189.0 0.114     169.3 5.04    24.00     0.121    2.011 
0.1L    :  10.60
    286.4    7.0   57.6    5.370  19.3  -0.08e-3 28.7    129.8     0.260    0.331      0.00
   2335.2    5.6   54.8    189.0 0.104     169.1 5.09    24.00     0.121    1.112 
0.2L    :  21.20
    234.0    7.0   53.6    6.944  19.3  -0.03e-3 28.9     89.5     0.195    0.300      0.00
   4170.0    5.9   50.6    189.0 0.091     151.2 4.93    24.00     0.121    1.185 
0.3L    :  31.80
    182.8    7.0   55.7    6.944  19.3   0.40e-3 30.4     66.1     0.147    0.300      0.00
   5397.1    5.9   52.7    189.0 0.066     117.7 3.69    24.00     0.121    1.338 
0.4L    :  42.40
    132.7    7.0   57.7    6.944   0.0   0.72e-3 31.5     44.1     0.121    0.300      0.00
   6040.2    5.9   54.8    189.0 0.051     103.3 3.11    24.00     0.121    1.609 
0.5L    :  53.00
     83.8    7.0   57.7    6.944   0.0   0.57e-3 31.0      0.0     0.121    0.300      0.00
   6123.0    5.9   54.8    189.0 0.032     111.8 3.37    24.00     0.121    2.670 
0.6L    :  63.60
    132.7    7.0   57.7    6.944   0.0   0.72e-3 31.5     44.1     0.121    0.300      0.00
   6040.2    5.9   54.8    189.0 0.051     103.3 3.11    24.00     0.121    1.609 
0.7L    :  74.20
    182.8    7.0   55.7    6.944  19.3   0.40e-3 30.4     66.1     0.147    0.300      0.00
   5397.1    5.9   52.7    189.0 0.066     117.7 3.69    24.00     0.121    1.338 
0.8L    :  84.80
    234.0    7.0   53.6    6.944  19.3  -0.03e-3 28.9     89.5     0.195    0.300      0.00
   4170.0    5.9   50.6    189.0 0.091     151.2 4.93    24.00     0.121    1.185 
0.9L    :  95.40
    286.4    7.0   57.6    5.370  19.3  -0.08e-3 28.7    129.8     0.260    0.331      0.00
   2335.2    5.6   54.8    189.0 0.104     169.1 5.09    24.00     0.121    1.112 
Critical: 100.88
    314.7    7.0   57.6    4.151  19.3  -0.06e-3 28.8    161.2     0.319    1.020      0.00
   1112.6    4.4   55.4    189.0 0.114     169.3 5.04    24.00     0.121    2.011 
Transfer: 103.00
    325.8    7.0   57.6    3.673  19.3  -0.03e-3 28.9    177.5     0.352    1.360      0.00
    631.4    3.9   55.7    189.0 0.117     165.3 4.90    24.00     0.121    2.072 
Bearing : 105.50
    338.8    7.0   57.6    0.612   3.2   6.00e-3 50.0    342.9     1.426    5.493      0.00
      0.0    0.7   57.3     31.5 0.124      30.3 0.87    24.00     0.121    2.006 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 3
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.72
 
 
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
    338.8      6.57     57.63    0.66       57.30    24.00      0.160      1.790      0.418      0.533 
Transfer:      2.50
    325.8      6.50     57.63    3.89       55.69    24.00      0.160      1.767      0.404      0.533 
Critical:      4.62
    314.8      6.31     57.63    4.38       55.45    24.00      0.160      1.703      0.366      0.400 
0.1L    :     10.10
    286.4      5.80     57.63    5.62       54.82    24.00      0.160      1.535      0.265      0.331 
0.2L    :     20.70
    234.0      5.14     53.58    5.90       50.63    24.00      0.160      1.312      0.131      0.300 
0.3L    :     31.30
    182.8      3.85     55.66    5.91       52.71    24.00      0.160      0.884      0.000      0.300 
0.4L    :     41.90
    132.7      2.69     57.75    5.92       54.79    24.00      0.160      0.497      0.000      0.300 
0.5L    :     52.50
     83.8      1.70     57.75    5.92       54.79    24.00      0.160      0.166      0.000      0.300 
0.6L    :     63.10
    132.7      2.69     57.75    5.92       54.79    24.00      0.160      0.497      0.000      0.300 
0.7L    :     73.70
    182.8      3.85     55.66    5.91       52.71    24.00      0.160      0.884      0.000      0.300 
0.8L    :     84.30
    234.0      5.14     53.58    5.90       50.63    24.00      0.160      1.312      0.131      0.300 
0.9L    :     94.90
    286.4      5.80     57.63    5.62       54.82    24.00      0.160      1.535      0.265      0.331 
Critical:    100.38
    314.8      6.31     57.63    4.38       55.45    24.00      0.160      1.703      0.366      0.400 
Transfer:    102.50
    325.8      6.50     57.63    3.89       55.69    24.00      0.160      1.767      0.404      0.533 
Bearing :    105.00
    338.8      6.57     57.63    0.66       57.30    24.00      0.160      1.790      0.418      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.10 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
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          :       0.945            1.673            1.968
 
At 0.2 x L = 20.70 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
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          :       1.658            2.932            3.440
 
At 0.3 x L = 31.30 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
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          :       2.150            3.799            4.449
 
At 0.4 x L = 41.90 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
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          :       2.422            4.278            5.004
 
At 0.5 x L = 52.50 ft
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
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          :       2.528            4.465            5.221
 
At 0.6 x L = 63.10 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
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          :       2.422            4.278            5.004
 
At 0.7 x L = 73.70 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
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          :       2.150            3.799            4.449
 
At 0.8 x L = 84.30 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
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          :       1.658            2.932            3.440
 
At 0.9 x L = 94.90 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
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          :       0.945            1.673            1.968
 

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
   635.5    50.0  4.520  263.1    4.6   3.89   4762.2  0.037T 1.00       -       -     -     -  
H/2     :   2.59
   658.7    50.0  4.546  263.1    4.6   3.91   4789.5  0.036T 1.00       -       -     -     -  
0.1L    :  10.10
  2370.5    51.5  6.609  260.3    6.6   5.62   6978.3  0.024T 1.00       -       -     -     -  
0.2L    :  20.70
  4295.4    53.6  6.944  260.2    6.9   5.90   7622.6  0.023T 1.00    566.7   566.7   13.45    -  
0.3L    :  31.30
  5643.9    55.7  6.944  260.6    7.0   5.91   7946.9  0.023T 1.00    360.4   360.4   22.05    -  
0.4L    :  41.90
  6449.5    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    254.5   254.5   32.50    -  
0.5L    :  52.50
  6693.8    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    208.8   208.8   39.60    -  
0.6L    :  63.10
  6449.5    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    254.5   254.5   32.50    -  
0.7L    :  73.70
  5643.9    55.7  6.944  260.6    7.0   5.91   7946.9  0.023T 1.00    360.4   360.4   22.05    -  
0.8L    :  84.30
  4295.4    53.6  6.944  260.2    6.9   5.90   7622.6  0.023T 1.00    566.7   566.7   13.45    -  
0.9L    :  94.90
  2370.5    51.5  6.609  260.3    6.6   5.62   6978.3  0.024T 1.00       -       -     -     -  
H/2     : 102.41
   658.7    50.0  4.546  263.1    4.6   3.91   4789.5  0.036T 1.00       -       -     -     -  
Transfer: 102.50
   635.5    50.0  4.520  263.1    4.6   3.89   4762.2  0.037T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.193
 
  2   2 E  50.50 Ft     0.444
        M   6.00 Fb     0.103
 
  3   2 E  48.50 Ft     0.824
        M   4.00 Fb     0.031
 
  4   2 E  46.50 Ft     1.180
        M   2.00 Fb    -0.023
 
  5   2 E   8.00 Ft     1.122
        M   8.00 Fb     0.248
 
  6   2 E   8.00 Ft     1.064
        M   8.00 Fb     0.520
 
  7   2 E   6.00 Ft     0.982
        M   6.00 Fb     0.810
 
  8   2 E   6.00 Ft     0.901
        M   6.00 Fb     1.100
 
  9   2 E   6.00 Ft     0.819
        M   6.00 Fb     1.390
 
 10   2 E   6.00 Ft     0.738
        M   6.00 Fb     1.680
 
 11   2 E   4.00 Ft     0.633
        M   4.00 Fb     1.989
 
 12   2 E   4.00 Ft     0.528
        M   4.00 Fb     2.297
 
 13   2 E   4.00 Ft     0.423
        M   4.00 Fb     2.605
 
 14   2 E   2.00 Ft     0.295
        M   2.00 Fb     2.932
 
 15   2 E   2.00 Ft     0.166
        M   2.00 Fb     3.259
 
 16   2 E   2.00 Ft     0.038
        M   2.00 Fb     3.586
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  3,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 106.00            Release Length, ft: 106.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.60 %               Final losses: 14.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.586     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.016   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.590           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8271.30     6693.83     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.205     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.268     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   2.930    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.539     Midspan
    Pre.Bot:                                                             3.000   1.359    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
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          :       2.528            4.465            5.221
 
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  105.00
     DC  Line       0.070      0.00       0.070  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.28    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.000 ft
Release length = 106.000 ft
Design  length = 105.000 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)  : 0.633   (Calculated)    
Live Moment (1  lane  loaded)  : 0.444   (Calculated)    
Live Shear  (2+ lanes loaded)  : 1.000   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.837   (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           1122.1 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           534541 in4#
Ht. of c.g.           =        24.37 in             38.99 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 = 0.6832

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    10.10    20.70    31.30    41.90    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    644.3    672.3    672.3    672.3    672.3    672.3    672.3    672.3
  Yb      ,  in    24.27    23.76    23.76    23.69    23.58    23.48    23.38    23.38
  MI(Ixx) , in4   215725   219665   219679   220894   222848   225080   227589   227589
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1127.2   1152.8   1152.8   1152.8   1152.8   1152.8   1152.8   1152.8
  Yb      ,  in    38.87    38.28    38.28    38.24    38.18    38.13    38.07    38.07
  MI(Ixx) , in4   538056   555945   555974   558406   562062   565979   570156   570156

Span: 1, Beam: 4
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 4
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.40 ft from member end )
END PATTERN (Ycg = 12.84 in):
     8 @  2.000 in     6 @  4.000 in     8 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.50 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     8 @  6.000 in     4 @  8.000 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     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.820 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.776 ft
Holddown Force        =  22.237 kips     Beam Shrtng (PL/AE)   =      0.528 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)       
--------------------------------------------------------------------------------------
      3393.942         740 2511.517     17.413 70523.281   784.481     310.066        
 
 
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#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8750      9.3750    Yes
      2      US#4[M13]       60.00        0.40      14.50       9.3750     13.0000    Yes
      2      US#4[M13]       60.00        0.40      16.00      13.0000     93.0000    Yes
      2      US#4[M13]       60.00        0.40      14.50      93.0000     96.6250    Yes
      2      US#4[M13]       60.00        0.40      14.00      96.6250    100.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00     100.1250    102.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6250    101.6250     No
      2      US#5[M16]       60.00        0.62      10.50     101.6250    102.5000     No
      2      US#5[M16]       60.00        0.62       9.00     102.5000    104.7500     No
      2      US#5[M16]       60.00        0.62       7.50     104.7500    105.3750     No
      2      US#5[M16]       60.00        0.62       3.00     105.3750    105.6250     No
      2      US#4[M13]       60.00        0.40       9.00     102.1250    105.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     104.8750    105.8750     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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.50 in
         P_init    =     1361.2 kips  Ecc = 19.87 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.86 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.884 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.13 ksi    0.00 ksi
    due to Composite Loads                                 -2.26 ksi    0.00 ksi
    due to Live Loads                                      -5.87 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.86 ksi  ( 8.60 %)            11.93 ksi ( 6.09 %)
Total Prestress Losses                                    28.79 ksi (14.69 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 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   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.9     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   185.6   192.4   690.4  1245.2  1626.1  1852.2  1913.0
            V     120.9   116.9   116.7   104.8    88.5    72.1    49.4    33.0
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   120.9   116.9   116.8   104.9    89.6    75.0    61.1    47.8
            M       0.0   183.3   189.9   670.3  1173.6  1485.0  1618.3  1586.8
Total     : M+      0.0   430.8   446.5  1607.5  2915.2  3834.2  4383.9  4553.5
            V     221.3   212.6   212.2   186.0   149.4   112.7    69.7    33.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   221.3   212.6   212.3   186.1   150.5   115.6    81.4    47.9
            M       0.0   428.4   444.0  1587.4  2843.5  3693.2  4150.0  4227.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1852.2  1626.1  1245.2   690.4   192.4   185.6     0.0
            V      49.4    72.1    88.5   104.8   116.7   116.9   120.9
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    61.1    75.0    89.6   104.9   116.8   116.9   120.9
            M    1618.3  1485.0  1173.6   670.3   189.9   183.3     0.0
Total     : M+   4383.9  3834.2  2915.2  1607.5   446.5   430.8     0.0
            V      69.7   112.7   149.4   186.0   212.2   212.6   221.3
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    81.4   115.6   150.5   186.1   212.3   212.6   221.3
            M    4150.0  3693.2  2843.5  1587.4   444.0   428.4     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.9             34.9
Deck+Haunch            38.7             38.7
Diaphragm               0.1              0.1
DL-Prec.(DC)            4.2              4.2
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           34.6             34.6
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     0.0
Diaphragm : M       0.0     0.4     0.4     1.4     2.9     4.5     6.0     7.5
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   148.5   153.9   552.4   996.2  1300.8  1481.7  1530.4
            V      96.7    93.5    93.4    83.9    70.8    57.7    39.5    26.4
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    96.7    93.5    93.4    83.9    71.7    60.0    48.8    38.2
            M       0.0   146.6   151.9   536.2   938.8  1188.0  1294.6  1269.4
Total     : M+      0.0   393.6   408.0  1469.4  2666.1  3509.0  4013.4  4170.9
            V     197.1   189.2   188.9   165.0   131.7    98.3    59.9    26.5
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   197.1   189.2   188.9   165.1   132.6   100.6    69.2    38.4
            M       0.0   391.8   406.0  1453.3  2608.8  3396.2  3826.3  3910.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1481.7  1300.8   996.2   552.4   153.9   148.5     0.0
            V      39.5    57.7    70.8    83.9    93.4    93.5    96.7
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    48.8    60.0    71.7    83.9    93.4    93.5    96.7
            M    1294.6  1188.0   938.8   536.2   151.9   146.6     0.0
Total     : M+   4013.4  3509.0  2666.1  1469.4   408.0   393.6     0.0
            V      59.9    98.3   131.7   165.0   188.9   189.2   197.1
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx    69.2   100.6   132.6   165.1   188.9   189.2   197.1
            M    3826.3  3396.2  2608.8  1453.3   406.0   391.8     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   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0   106.6   110.4   398.6   725.6   959.2  1099.4  1146.1
(Max)       V      43.7    41.6    41.5    35.3    26.4    17.6     8.8     0.0
Self wt.  : M       0.0    76.7    79.5   287.0   522.4   690.6   791.6   825.2
(Min)       V      31.4    29.9    29.9    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    12.9    13.3    48.1    87.6   115.8   132.7   138.4
DC(Max)     V       5.3     5.0     5.0     4.3     3.2     2.1     1.1     0.0
DL-Prec.  : M       0.0     9.3     9.6    34.6    63.1    83.4    95.6    99.6
DC(Min)     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
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   118.0   122.3   441.5   803.8  1062.5  1217.8  1269.6
Haunch (Max)V      48.4    46.1    46.0    39.1    29.3    19.5     9.8     0.0
Deck +    : M       0.0    85.0    88.1   317.9   578.7   765.0   876.8   914.1
Haunch (Min)V      34.8    33.2    33.1    28.1    21.1    14.1     7.0     0.0
Diaphragm : M       0.0     0.4     0.5     1.8     3.7     5.6     7.5     9.4
(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     1.3     2.7     4.0     5.4     6.7
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    47.4    49.1   177.3   322.8   426.8   489.1   509.9
DC(Max)     V      19.4    18.5    18.5    15.7    11.8     7.8     3.9     0.0
DL-Comp   : M       0.0    34.1    35.4   127.7   232.4   307.3   352.2   367.1
DC(Min)     V      14.0    13.3    13.3    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    25.4    26.3    94.9   172.8   228.4   261.7   272.9
DW(Max)     V      10.4     9.9     9.9     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.0    11.4    41.1    74.9    99.0   113.4   118.2
DW(Min)     V       4.5     4.3     4.3     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   324.8   336.7  1208.3  2179.1  2845.6  3241.3  3347.7
            V     211.5   204.6   204.3   183.4   154.8   126.2    86.4    57.7
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx   211.5   204.6   204.3   183.6   156.8   131.2   106.8    83.6
            M       0.0   320.7   332.3  1173.0  2053.7  2598.8  2832.0  2776.9
Total     : M+      0.0   635.5   658.7  2370.5  4295.4  5643.9  6449.5  6693.8
            V     338.8   325.8   325.3   286.3   232.0   177.7   112.2    57.9
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   338.8   325.8   325.4   286.4   234.0   182.8   132.7    83.8
            M       0.0   631.4   654.4  2335.2  4170.0  5397.1  6040.2  6123.0
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M    1099.4   959.2   725.6   398.6   110.4   106.6     0.0
(Max)       V       8.8    17.6    26.4    35.3    41.5    41.6    43.7
Self wt.  : M     791.6   690.6   522.4   287.0    79.5    76.7     0.0
(Min)       V       6.3    12.7    19.0    25.4    29.9    29.9    31.4
DL-Prec.  : M     132.7   115.8    87.6    48.1    13.3    12.9     0.0
DC(Max)     V       1.1     2.1     3.2     4.3     5.0     5.0     5.3
DL-Prec.  : M      95.6    83.4    63.1    34.6     9.6     9.3     0.0
DC(Min)     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
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    1217.8  1062.5   803.8   441.5   122.3   118.0     0.0
Haunch (Max)V       9.8    19.5    29.3    39.1    46.0    46.1    48.4
Deck +    : M     876.8   765.0   578.7   317.9    88.1    85.0     0.0
Haunch (Min)V       7.0    14.1    21.1    28.1    33.1    33.2    34.8
Diaphragm : M       7.5     5.6     3.7     1.8     0.5     0.4     0.0
(Max)       V       0.2     0.2     0.2     0.2     0.2     0.2     0.2
Diaphragm : M       5.4     4.0     2.7     1.3     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     489.1   426.8   322.8   177.3    49.1    47.4     0.0
DC(Max)     V       3.9     7.8    11.8    15.7    18.5    18.5    19.4
DL-Comp   : M     352.2   307.3   232.4   127.7    35.4    34.1     0.0
DC(Min)     V       2.8     5.6     8.5    11.3    13.3    13.3    14.0
DL-Comp   : M     261.7   228.4   172.8    94.9    26.3    25.4     0.0
DW(Max)     V       2.1     4.2     6.3     8.4     9.9     9.9    10.4
DL-Comp   : M     113.4    99.0    74.9    41.1    11.4    11.0     0.0
DW(Min)     V       0.9     1.8     2.7     3.6     4.3     4.3     4.5
LL + I    : M+   3241.3  2845.6  2179.1  1208.3   336.7   324.8     0.0
            V      86.4   126.2   154.8   183.4   204.3   204.6   211.5
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   106.8   131.2   156.8   183.6   204.3   204.6   211.5
            M    2832.0  2598.8  2053.7  1173.0   332.3   320.7     0.0
Total     : M+   6449.5  5643.9  4295.4  2370.5   658.7   635.5     0.0
            V     112.2   177.7   232.0   286.3   325.3   325.8   338.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   132.7   182.8   234.0   286.4   325.4   325.8   338.8
            M    6040.2  5397.1  4170.0  2335.2   654.4   631.4     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.7             43.7
Deck+Haunch            48.4             48.4
Diaphragm               0.2              0.2
DL-Prec.(DC)            5.3              5.3
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           52.0             52.0
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 4, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    10.3    10.7    38.5    70.1    92.6   106.2   110.7
DC(Max)     V       4.2     4.0     4.0     3.4     2.6     1.7     0.9     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    94.4    97.9   353.2   643.0   850.0   974.2  1015.6
Haunch (Max)V      38.7    36.8    36.8    31.2    23.4    15.6     7.8     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     1.4     2.9     4.5     6.0     7.5
(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    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     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    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   128.3   133.0   471.8   833.8  1084.5  1215.0  1209.2
            V     100.3    97.3    97.2    88.1    76.0    57.8    45.7    33.6
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   100.3    97.3    97.2    88.1    76.0    63.9    51.7    39.6
            M       0.0   128.3   133.0   471.8   833.8  1059.5  1148.9  1102.0
Total     : M+      0.0   373.5   387.1  1388.9  2503.8  3292.6  3746.7  3849.7
            V     200.7   192.9   192.6   169.3   136.9    98.5    66.1    33.7
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   200.7   192.9   192.6   169.3   136.9   104.5    72.1    39.7
            M       0.0   373.5   387.1  1388.9  2503.8  3267.7  3680.6  3742.6
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     106.2    92.6    70.1    38.5    10.7    10.3     0.0
DC(Max)     V       0.9     1.7     2.6     3.4     4.0     4.0     4.2
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     974.2   850.0   643.0   353.2    97.9    94.4     0.0
Haunch (Max)V       7.8    15.6    23.4    31.2    36.8    36.8    38.7
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       6.0     4.5     2.9     1.4     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1215.0  1084.5   833.8   471.8   133.0   128.3     0.0
            V      45.7    57.8    76.0    88.1    97.2    97.3   100.3
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    51.7    63.9    76.0    88.1    97.2    97.3   100.3
            M    1148.9  1059.5   833.8   471.8   133.0   128.3     0.0
Total     : M+   3746.7  3292.6  2503.8  1388.9   387.1   373.5     0.0
            V      66.1    98.5   136.9   169.3   192.6   192.9   200.7
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    72.1   104.5   136.9   169.3   192.6   192.9   200.7
            M    3680.6  3267.7  2503.8  1388.9   387.1   373.5     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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
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   0.020   0.072   0.131   0.172   0.197   0.205 
Precast-top   -0.007   0.219   0.228   0.903   1.603   2.008   2.123   2.268 
Bottom         0.560   2.930   2.922   2.305   1.664   1.287   1.164   1.040 
 

 
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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.400   0.400   0.400   0.200   1.500   1.500 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
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   10.10   20.70   31.30   41.90   52.50
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   0.055   0.057   0.202   0.358   0.465   0.521   0.523 
Precast-top   -0.004   0.153   0.159   0.611   1.083   1.369   1.469   1.539 
Bottom         0.280   1.359   1.351   0.765   0.152  -0.233  -0.392  -0.449 
 

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
    338.8    7.0   57.6    0.612   3.2   6.00e-3 50.0    342.9     1.426    5.493      0.00
      0.0    0.7   57.3     31.5 0.124      30.3 0.87    24.00     0.121    2.006 
Transfer:   3.00
    325.8    7.0   57.6    3.673  19.3  -0.03e-3 28.9    177.5     0.352    1.360      0.00
    631.4    3.9   55.7    189.0 0.117     165.3 4.90    24.00     0.121    2.072 
Critical:   5.12
    314.7    7.0   57.6    4.151  19.3  -0.06e-3 28.8    161.2     0.319    1.020      0.00
   1112.6    4.4   55.4    189.0 0.114     169.3 5.04    24.00     0.121    2.011 
0.1L    :  10.60
    286.4    7.0   57.6    5.370  19.3  -0.08e-3 28.7    129.8     0.260    0.331      0.00
   2335.2    5.6   54.8    189.0 0.104     169.1 5.09    24.00     0.121    1.112 
0.2L    :  21.20
    234.0    7.0   53.6    6.944  19.3  -0.03e-3 28.9     89.5     0.195    0.300      0.00
   4170.0    5.9   50.6    189.0 0.091     151.2 4.93    24.00     0.121    1.185 
0.3L    :  31.80
    182.8    7.0   55.7    6.944  19.3   0.40e-3 30.4     66.1     0.147    0.300      0.00
   5397.1    5.9   52.7    189.0 0.066     117.7 3.69    24.00     0.121    1.338 
0.4L    :  42.40
    132.7    7.0   57.7    6.944   0.0   0.72e-3 31.5     44.1     0.121    0.300      0.00
   6040.2    5.9   54.8    189.0 0.051     103.3 3.11    24.00     0.121    1.609 
0.5L    :  53.00
     83.8    7.0   57.7    6.944   0.0   0.57e-3 31.0      0.0     0.121    0.300      0.00
   6123.0    5.9   54.8    189.0 0.032     111.8 3.37    24.00     0.121    2.670 
0.6L    :  63.60
    132.7    7.0   57.7    6.944   0.0   0.72e-3 31.5     44.1     0.121    0.300      0.00
   6040.2    5.9   54.8    189.0 0.051     103.3 3.11    24.00     0.121    1.609 
0.7L    :  74.20
    182.8    7.0   55.7    6.944  19.3   0.40e-3 30.4     66.1     0.147    0.300      0.00
   5397.1    5.9   52.7    189.0 0.066     117.7 3.69    24.00     0.121    1.338 
0.8L    :  84.80
    234.0    7.0   53.6    6.944  19.3  -0.03e-3 28.9     89.5     0.195    0.300      0.00
   4170.0    5.9   50.6    189.0 0.091     151.2 4.93    24.00     0.121    1.185 
0.9L    :  95.40
    286.4    7.0   57.6    5.370  19.3  -0.08e-3 28.7    129.8     0.260    0.331      0.00
   2335.2    5.6   54.8    189.0 0.104     169.1 5.09    24.00     0.121    1.112 
Critical: 100.88
    314.7    7.0   57.6    4.151  19.3  -0.06e-3 28.8    161.2     0.319    1.020      0.00
   1112.6    4.4   55.4    189.0 0.114     169.3 5.04    24.00     0.121    2.011 
Transfer: 103.00
    325.8    7.0   57.6    3.673  19.3  -0.03e-3 28.9    177.5     0.352    1.360      0.00
    631.4    3.9   55.7    189.0 0.117     165.3 4.90    24.00     0.121    2.072 
Bearing : 105.50
    338.8    7.0   57.6    0.612   3.2   6.00e-3 50.0    342.9     1.426    5.493      0.00
      0.0    0.7   57.3     31.5 0.124      30.3 0.87    24.00     0.121    2.006 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 4
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.72
 
 
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
    338.8      6.57     57.63    0.66       57.30    24.00      0.160      1.790      0.418      0.533 
Transfer:      2.50
    325.8      6.50     57.63    3.89       55.69    24.00      0.160      1.767      0.404      0.533 
Critical:      4.62
    314.8      6.31     57.63    4.38       55.45    24.00      0.160      1.703      0.366      0.400 
0.1L    :     10.10
    286.4      5.80     57.63    5.62       54.82    24.00      0.160      1.535      0.265      0.331 
0.2L    :     20.70
    234.0      5.14     53.58    5.90       50.63    24.00      0.160      1.312      0.131      0.300 
0.3L    :     31.30
    182.8      3.85     55.66    5.91       52.71    24.00      0.160      0.884      0.000      0.300 
0.4L    :     41.90
    132.7      2.69     57.75    5.92       54.79    24.00      0.160      0.497      0.000      0.300 
0.5L    :     52.50
     83.8      1.70     57.75    5.92       54.79    24.00      0.160      0.166      0.000      0.300 
0.6L    :     63.10
    132.7      2.69     57.75    5.92       54.79    24.00      0.160      0.497      0.000      0.300 
0.7L    :     73.70
    182.8      3.85     55.66    5.91       52.71    24.00      0.160      0.884      0.000      0.300 
0.8L    :     84.30
    234.0      5.14     53.58    5.90       50.63    24.00      0.160      1.312      0.131      0.300 
0.9L    :     94.90
    286.4      5.80     57.63    5.62       54.82    24.00      0.160      1.535      0.265      0.331 
Critical:    100.38
    314.8      6.31     57.63    4.38       55.45    24.00      0.160      1.703      0.366      0.400 
Transfer:    102.50
    325.8      6.50     57.63    3.89       55.69    24.00      0.160      1.767      0.404      0.533 
Bearing :    105.00
    338.8      6.57     57.63    0.66       57.30    24.00      0.160      1.790      0.418      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 4; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.10 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
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          :       0.945            1.673            1.968
 
At 0.2 x L = 20.70 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
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          :       1.658            2.932            3.440
 
At 0.3 x L = 31.30 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
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          :       2.150            3.799            4.449
 
At 0.4 x L = 41.90 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
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          :       2.422            4.278            5.004
 
At 0.5 x L = 52.50 ft
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
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          :       2.528            4.465            5.221
 
At 0.6 x L = 63.10 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
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          :       2.422            4.278            5.004
 
At 0.7 x L = 73.70 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
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          :       2.150            3.799            4.449
 
At 0.8 x L = 84.30 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
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          :       1.658            2.932            3.440
 
At 0.9 x L = 94.90 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
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          :       0.945            1.673            1.968
 

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
   635.5    50.0  4.520  263.1    4.6   3.89   4762.2  0.037T 1.00       -       -     -     -  
H/2     :   2.59
   658.7    50.0  4.546  263.1    4.6   3.91   4789.5  0.036T 1.00       -       -     -     -  
0.1L    :  10.10
  2370.5    51.5  6.609  260.3    6.6   5.62   6978.3  0.024T 1.00       -       -     -     -  
0.2L    :  20.70
  4295.4    53.6  6.944  260.2    6.9   5.90   7622.6  0.023T 1.00    566.7   566.7   13.45    -  
0.3L    :  31.30
  5643.9    55.7  6.944  260.6    7.0   5.91   7946.9  0.023T 1.00    360.4   360.4   22.05    -  
0.4L    :  41.90
  6449.5    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    254.5   254.5   32.50    -  
0.5L    :  52.50
  6693.8    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    208.8   208.8   39.60    -  
0.6L    :  63.10
  6449.5    57.7  6.944  260.9    7.0   5.92   8271.3  0.023T 1.00    254.5   254.5   32.50    -  
0.7L    :  73.70
  5643.9    55.7  6.944  260.6    7.0   5.91   7946.9  0.023T 1.00    360.4   360.4   22.05    -  
0.8L    :  84.30
  4295.4    53.6  6.944  260.2    6.9   5.90   7622.6  0.023T 1.00    566.7   566.7   13.45    -  
0.9L    :  94.90
  2370.5    51.5  6.609  260.3    6.6   5.62   6978.3  0.024T 1.00       -       -     -     -  
H/2     : 102.41
   658.7    50.0  4.546  263.1    4.6   3.91   4789.5  0.036T 1.00       -       -     -     -  
Transfer: 102.50
   635.5    50.0  4.520  263.1    4.6   3.89   4762.2  0.037T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.193
 
  2   2 E  50.50 Ft     0.444
        M   6.00 Fb     0.103
 
  3   2 E  48.50 Ft     0.824
        M   4.00 Fb     0.031
 
  4   2 E  46.50 Ft     1.180
        M   2.00 Fb    -0.023
 
  5   2 E   8.00 Ft     1.122
        M   8.00 Fb     0.248
 
  6   2 E   8.00 Ft     1.064
        M   8.00 Fb     0.520
 
  7   2 E   6.00 Ft     0.982
        M   6.00 Fb     0.810
 
  8   2 E   6.00 Ft     0.901
        M   6.00 Fb     1.100
 
  9   2 E   6.00 Ft     0.819
        M   6.00 Fb     1.390
 
 10   2 E   6.00 Ft     0.738
        M   6.00 Fb     1.680
 
 11   2 E   4.00 Ft     0.633
        M   4.00 Fb     1.989
 
 12   2 E   4.00 Ft     0.528
        M   4.00 Fb     2.297
 
 13   2 E   4.00 Ft     0.423
        M   4.00 Fb     2.605
 
 14   2 E   2.00 Ft     0.295
        M   2.00 Fb     2.932
 
 15   2 E   2.00 Ft     0.166
        M   2.00 Fb     3.259
 
 16   2 E   2.00 Ft     0.038
        M   2.00 Fb     3.586
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  4,   Interior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 106.00            Release Length, ft: 106.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.60 %               Final losses: 14.69 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.586     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.016   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.590           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8271.30     6693.83     Midspan     OK
Debonding Limits (Art. 5.9.4.3.3)         Allowable    Computed              Status
      Max. Debond per Row                  40.00 %       0.00 %               OK
      Max. Debond Total                    25.00 %       0.00 %               OK
 
                       Final 1                     Final 2                     Final 3
Specification  Allow.  Comp.      Loc.     Allow.   Comp.      Loc.     Allow.   Comp.      Loc.
-------------  -----------------------     -------------------------     ------------------------
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.2.3.2)
  Service I Limit State - Compressive Stresses Only
    Top.Top:   2.400  -0.000     Bearing    1.800   0.205     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.268     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   2.930    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.539     Midspan
    Pre.Bot:                                                             3.000   1.359    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
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          :       2.528            4.465            5.221
 
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  105.00
     DC  Line       0.010      0.00       0.010  105.00
     DC  Line       0.064      0.00       0.064  105.00
 
Diaphragm loads: kips, ft
      Mag.      Loc.
      0.14    52.50 
 
Dead loads on composite: See Project info for composite loads
 
GENERAL SPAN DATA:
------------------
Overall length = 106.000 ft
Release length = 106.000 ft
Design  length = 105.000 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)  : 0.591   (Calculated)    
Live Moment (1  lane  loaded)  : 0.640   (Calculated) (#)
Live Shear  (2+ lanes loaded)  : 0.753   (Calculated)    
Live Shear  (1  lane  loaded)  : 0.811   (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           1079.8 in2#
Total Height          =        54.00 in             62.25 in  
Mom. of Inertia (Ixx) =       214974 in4           517810 in4#
Ht. of c.g.           =        24.37 in             38.23 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 = 0.6832

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    10.10    20.70    31.30    41.90    52.50
 
Precast: (At Release, using Ec =  4877.0 ksi )
  Area    , in2    644.3    672.3    672.3    672.3    672.3    672.3    672.3    672.3
  Yb      ,  in    24.27    23.76    23.76    23.69    23.58    23.48    23.38    23.38
  MI(Ixx) , in4   215725   219665   219679   220894   222848   225080   227589   227589
Composite: (At Final, using Ec =  5249.7 ksi )
  Area    , in2   1084.9   1110.5   1110.5   1110.5   1110.5   1110.5   1110.5   1110.5
  Yb      ,  in    38.11    37.51    37.51    37.47    37.42    37.36    37.30    37.30
  MI(Ixx) , in4   521125   537995   538023   540385   543943   547761   551839   551839

Span: 1, Beam: 5
 
STRESS LIMITS (Art. 5.9.2):
--------------------------
 
                            PRECAST               DECK
                            -------               ----
STRESS LIMITS AT RELEASE BEFORE LOSSES:
  Strength           =       6.00  ksi   
  Elasticity         =     4877.0 ksi   
  Max comp           =       3.90 ksi   
  Max tens           =      -0.20 ksi   
  Max tens,w/reinf   =      -0.59 ksi   
 
STRESS LIMITS AT FINAL AFTER LOSSES:
  Strength           =       7.50 ksi           4.00 ksi
  Elasticity         =    5249.69 ksi        3586.62 ksi
 
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
  Max comp           =       4.50 ksi           2.40 ksi
 
STRESS LIMITS AT FINAL 2 (P/S + DL):
  Max comp           =       3.38 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           =       3.00 ksi           1.60 ksi
 
SERVICE III (Tension):
  Max tens           =      -0.52 ksi          -0.38 ksi
 
 

Span: 1, Beam: 5
 
PRESTRESSED STEEL:  32 strands, 0.6''-LL-270-72.6, Low relaxation strands
                    Depressed at 0.40L ( 42.40 ft from member end )
END PATTERN (Ycg = 12.84 in):
     8 @  2.000 in     6 @  4.000 in     8 @  6.000 in     4 @  8.000 in
     2 @ 46.500 in     2 @ 48.500 in     2 @ 50.500 in
 
MID PATTERN (Ycg = 4.50 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     8 @  6.000 in     4 @  8.000 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     =    6.94 in2      Initial Pull          =     1361.2 kips 
Trans. Len,bonded     =   3.000 ft       Dev. Len, bonded      =     11.753 ft
Trans. Len,debonded   =   3.000 ft       Dev. Len, debonded    =     14.691 ft
Holddown Force        =  22.237 kips     Beam Shrtng (PL/AE)   =      0.528 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)       
--------------------------------------------------------------------------------------
      3393.942         740 2511.517     17.413 70523.281   784.481     310.066        
 
 
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#5[M16]       60.00        0.62      12.00       4.3750      5.3750     No
      2      US#4[M13]       60.00        0.40      12.00       3.8750      5.8750    Yes
      2      US#4[M13]       60.00        0.40      14.00       5.8750      9.3750    Yes
      2      US#4[M13]       60.00        0.40      14.50       9.3750     13.0000    Yes
      2      US#4[M13]       60.00        0.40      16.00      13.0000     93.0000    Yes
      2      US#4[M13]       60.00        0.40      14.50      93.0000     96.6250    Yes
      2      US#4[M13]       60.00        0.40      14.00      96.6250    100.1250    Yes
      2      US#4[M13]       60.00        0.40      12.00     100.1250    102.1250    Yes
      2      US#5[M16]       60.00        0.62      12.00     100.6250    101.6250     No
      2      US#5[M16]       60.00        0.62      10.50     101.6250    102.5000     No
      2      US#5[M16]       60.00        0.62       9.00     102.5000    104.7500     No
      2      US#5[M16]       60.00        0.62       7.50     104.7500    105.3750     No
      2      US#5[M16]       60.00        0.62       3.00     105.3750    105.6250     No
      2      US#4[M13]       60.00        0.40       9.00     102.1250    105.8750    Yes
      2      US#5[M16]       60.00        0.62       3.00     104.8750    105.8750     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  24.0000       3.00 
      1 US#4[M13]           2.00 0.200 82.0000 106.0000       3.00 
      1 US#4[M13]           2.00 0.200  0.0000  36.8333       3.00 
      2 US#5[M16]           2.00 0.620 39.1667 106.0000       3.00 
      2 US#6[M19]           2.00 0.880 34.4163  71.5834       3.00 
 
 
Bottom Steel:
 
  #bars Size Dist. from Top  Area Start  End Side Cover 
                  (in)      (in2)  (ft) (ft)    (in)    
--------------------------------------------------------
 
---------------------------------------------------------------------------------------
Midspan: Str. area = 6.9440 in2       Ycg =  4.50 in
         P_init    =     1361.2 kips  Ecc = 19.87 in
Days to release = 0.75  Rel. Humid.(RH) = 70.0 % Es = 28500.0 ksi  Eci =   4877 ksi
 
 
AASHTO LOSSES
Elastic Shortening     **    16.86 ksi  (Eq 5.9.5.2.3a-1), (fcgp= 2.884 ksi)
Elastic Gains                                                Gains       Adjustment
    due to Precast Loads                                   -6.00 ksi    0.00 ksi
    due to Composite Loads                                 -2.28 ksi    0.00 ksi
    due to Live Loads                                      -6.00 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                         8.57 ksi (Eq 5.9.3.3-1)
Concrete creep             0.00 ksi                        15.22 ksi (Eq 5.9.3.3-1)
                       ------------                    ------------
Sub-total                 16.86 ksi  ( 8.60 %)            11.92 ksi ( 6.08 %)
Total Prestress Losses                                    28.77 ksi (14.68 %)
 
Prestressing Stress Limit Check (Table 5.9.3.1)
     initial fpi = 196.0 ksi < 0.75 fpu, OK 
     initial fpe = 167.2 ksi < 0.80 fpy, OK 
 
 
** Since the transformed section properties option has been selected, even though ES losses
have been calculated explicitly here, they are not included as a part of stress calculations.
Please see theory section for complete explanation.
 
---------------------------------------------------------------------------------------

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    16.7    17.3    62.3   113.5   150.0   171.9   179.3
DC(Max)     V       6.8     6.5     6.5     5.5     4.1     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    86.2    89.3   322.3   586.7   775.6   889.0   926.7
Haunch (Max)V      35.3    33.6    33.6    28.5    21.4    14.3     7.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.5     2.2     3.0     3.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   187.8   194.6   698.5  1259.8  1645.1  1873.9  1935.4
            V      98.0    94.8    94.7    85.0    71.7    58.5    40.0    26.8
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    98.0    94.8    94.7    85.1    72.7    60.8    49.5    38.7
            M       0.0   185.4   192.1   678.2  1187.3  1502.5  1637.3  1605.4
Total     : M+      0.0   430.9   446.6  1607.8  2915.4  3834.0  4383.1  4551.9
            V     197.6   189.7   189.4   165.5   132.1    98.7    60.2    26.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   197.6   189.7   189.4   165.5   133.0   101.1    69.7    38.8
            M       0.0   428.5   444.1  1587.5  2842.9  3691.4  4146.5  4221.9
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     171.9   150.0   113.5    62.3    17.3    16.7     0.0
DC(Max)     V       1.4     2.8     4.1     5.5     6.5     6.5     6.8
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     889.0   775.6   586.7   322.3    89.3    86.2     0.0
Haunch (Max)V       7.1    14.3    21.4    28.5    33.6    33.6    35.3
Diaphragm : M       3.0     2.2     1.5     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1873.9  1645.1  1259.8   698.5   194.6   187.8     0.0
            V      40.0    58.5    71.7    85.0    94.7    94.8    98.0
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    49.5    60.8    72.7    85.1    94.7    94.8    98.0
            M    1637.3  1502.5  1187.3   678.2   192.1   185.4     0.0
Total     : M+   4383.1  3834.0  2915.4  1607.8   446.6   430.9     0.0
            V      60.2    98.7   132.1   165.5   189.4   189.7   197.6
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    69.7   101.1   133.0   165.5   189.4   189.7   197.6
            M    4146.5  3691.4  2842.9  1587.5   444.1   428.5     0.0
 

 
REACTIONS (kips), SERVICE I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               34.9             34.9
Deck+Haunch            35.3             35.3
Diaphragm               0.1              0.1
DL-Prec.(DC)            6.8              6.8
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           77.7             77.7
DL-Comp.(DW)           34.6             34.6
Live                   99.2             99.2
        Truck          65.6             65.6
        Lane           33.6             33.6
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, SERVICE III
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
DL-Prec.  : M       0.0    16.7    17.3    62.3   113.5   150.0   171.9   179.3
DC(Max)     V       6.8     6.5     6.5     5.5     4.1     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    86.2    89.3   322.3   586.7   775.6   889.0   926.7
Haunch (Max)V      35.3    33.6    33.6    28.5    21.4    14.3     7.1     0.0
Diaphragm : M       0.0     0.2     0.2     0.7     1.5     2.2     3.0     3.8
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     0.0
DL-Comp   : M       0.0    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
LL + I    : M+      0.0   150.2   155.7   558.8  1007.9  1316.1  1499.1  1548.3
            V      78.4    75.8    75.7    68.0    57.4    46.8    32.0    21.4
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    78.4    75.9    75.8    68.1    58.1    48.7    39.6    31.0
            M       0.0   148.3   153.7   542.5   949.9  1202.0  1309.8  1284.3
Total     : M+      0.0   393.3   407.7  1468.1  2663.5  3505.0  4008.3  4164.8
            V     178.0   170.7   170.4   148.5   117.8    87.0    52.2    21.5
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   178.0   170.7   170.4   148.5   118.5    88.9    59.8    31.1
            M       0.0   391.4   405.7  1451.8  2605.5  3390.9  3819.0  3900.8
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
DL-Prec.  : M     171.9   150.0   113.5    62.3    17.3    16.7     0.0
DC(Max)     V       1.4     2.8     4.1     5.5     6.5     6.5     6.8
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     889.0   775.6   586.7   322.3    89.3    86.2     0.0
Haunch (Max)V       7.1    14.3    21.4    28.5    33.6    33.6    35.3
Diaphragm : M       3.0     2.2     1.5     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
LL + I    : M+   1499.1  1316.1  1007.9   558.8   155.7   150.2     0.0
            V      32.0    46.8    57.4    68.0    75.7    75.8    78.4
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    39.6    48.7    58.1    68.1    75.8    75.9    78.4
            M    1309.8  1202.0   949.9   542.5   153.7   148.3     0.0
Total     : M+   4008.3  3505.0  2663.5  1468.1   407.7   393.3     0.0
            V      52.2    87.0   117.8   148.5   170.4   170.7   178.0
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    59.8    88.9   118.5   148.5   170.4   170.7   178.0
            M    3819.0  3390.9  2605.5  1451.8   405.7   391.4     0.0
 


 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, STRENGTH I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0   106.6   110.4   398.6   725.6   959.2  1099.4  1146.1
(Max)       V      43.7    41.6    41.5    35.3    26.4    17.6     8.8     0.0
Self wt.  : M       0.0    76.7    79.5   287.0   522.4   690.6   791.6   825.2
(Min)       V      31.4    29.9    29.9    25.4    19.0    12.7     6.3     0.0
DL-Prec.  : M       0.0    20.8    21.6    77.9   141.9   187.5   214.9   224.1
DC(Max)     V       8.5     8.1     8.1     6.9     5.2     3.4     1.7     0.0
DL-Prec.  : M       0.0    15.0    15.5    56.1   102.1   135.0   154.7   161.3
DC(Min)     V       6.1     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
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   107.7   111.6   402.8   733.4   969.5  1111.2  1158.4
Haunch (Max)V      44.1    42.0    41.9    35.6    26.7    17.8     8.9     0.0
Deck +    : M       0.0    77.5    80.4   290.0   528.1   698.1   800.1   834.1
Haunch (Min)V      31.8    30.3    30.2    25.7    19.2    12.8     6.4     0.0
Diaphragm : M       0.0     0.2     0.2     0.9     1.9     2.8     3.7     4.7
(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     1.3     2.0     2.7     3.4
(Min)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1     0.1
DL-Comp   : M       0.0    47.4    49.1   177.3   322.8   426.8   489.1   509.9
DC(Max)     V      19.4    18.5    18.5    15.7    11.8     7.8     3.9     0.0
DL-Comp   : M       0.0    34.1    35.4   127.7   232.4   307.3   352.2   367.1
DC(Min)     V      14.0    13.3    13.3    11.3     8.5     5.6     2.8     0.0
DL-Comp   : M       0.0    25.4    26.3    94.9   172.8   228.4   261.7   272.9
DW(Max)     V      10.4     9.9     9.9     8.4     6.3     4.2     2.1     0.0
DL-Comp   : M       0.0    11.0    11.4    41.1    74.9    99.0   113.4   118.2
DW(Min)     V       4.5     4.3     4.3     3.6     2.7     1.8     0.9     0.0
LL + I    : M+      0.0   328.6   340.6  1222.5  2204.7  2879.0  3279.3  3386.9
            V     171.5   165.9   165.7   148.8   125.6   102.3    70.0    46.8
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   171.5   165.9   165.7   148.9   127.2   106.4    86.6    67.8
            M       0.0   324.5   336.2  1186.8  2077.8  2629.3  2865.2  2809.5
Total     : M+      0.0   636.7   660.0  2374.9  4303.0  5653.2  6459.4  6703.0
            V     297.8   286.1   285.7   250.7   202.0   153.4    95.6    46.9
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   297.8   286.2   285.7   250.9   203.7   157.5   112.2    67.9
            M       0.0   632.5   655.6  2339.2  4176.1  5403.5  6045.3  6125.5
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M    1099.4   959.2   725.6   398.6   110.4   106.6     0.0
(Max)       V       8.8    17.6    26.4    35.3    41.5    41.6    43.7
Self wt.  : M     791.6   690.6   522.4   287.0    79.5    76.7     0.0
(Min)       V       6.3    12.7    19.0    25.4    29.9    29.9    31.4
DL-Prec.  : M     214.9   187.5   141.9    77.9    21.6    20.8     0.0
DC(Max)     V       1.7     3.4     5.2     6.9     8.1     8.1     8.5
DL-Prec.  : M     154.7   135.0   102.1    56.1    15.5    15.0     0.0
DC(Min)     V       1.2     2.5     3.7     5.0     5.8     5.9     6.1
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M    1111.2   969.5   733.4   402.8   111.6   107.7     0.0
Haunch (Max)V       8.9    17.8    26.7    35.6    41.9    42.0    44.1
Deck +    : M     800.1   698.1   528.1   290.0    80.4    77.5     0.0
Haunch (Min)V       6.4    12.8    19.2    25.7    30.2    30.3    31.8
Diaphragm : M       3.7     2.8     1.9     0.9     0.2     0.2     0.0
(Max)       V       0.1     0.1     0.1     0.1     0.1     0.1     0.1
Diaphragm : M       2.7     2.0     1.3     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     489.1   426.8   322.8   177.3    49.1    47.4     0.0
DC(Max)     V       3.9     7.8    11.8    15.7    18.5    18.5    19.4
DL-Comp   : M     352.2   307.3   232.4   127.7    35.4    34.1     0.0
DC(Min)     V       2.8     5.6     8.5    11.3    13.3    13.3    14.0
DL-Comp   : M     261.7   228.4   172.8    94.9    26.3    25.4     0.0
DW(Max)     V       2.1     4.2     6.3     8.4     9.9     9.9    10.4
DL-Comp   : M     113.4    99.0    74.9    41.1    11.4    11.0     0.0
DW(Min)     V       0.9     1.8     2.7     3.6     4.3     4.3     4.5
LL + I    : M+   3279.3  2879.0  2204.7  1222.5   340.6   328.6     0.0
            V      70.0   102.3   125.6   148.8   165.7   165.9   171.5
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    86.6   106.4   127.2   148.9   165.7   165.9   171.5
            M    2865.2  2629.3  2077.8  1186.8   336.2   324.5     0.0
Total     : M+   6459.4  5653.2  4303.0  2374.9   660.0   636.7     0.0
            V      95.6   153.4   202.0   250.7   285.7   286.1   297.8
Total     : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Total     : Vmx   112.2   157.5   203.7   250.9   285.7   286.2   297.8
            M    6045.3  5403.5  4176.1  2339.2   655.6   632.5     0.0
 

 
REACTIONS (kips), STRENGTH I
---------
 
Load Type          Left Support     Right Support
---------          ------------     -------------
Self Wt.               43.7             43.7
Deck+Haunch            44.1             44.1
Diaphragm               0.1              0.1
DL-Prec.(DC)            8.5              8.5
DL-Prec.(DW)            0.0              0.0
DL-Comp.(DC)           97.1             97.1
DL-Comp.(DW)           52.0             52.0
Live                  173.6            173.6
        Truck         114.8            114.8
        Lane           58.8             58.8
Pedestrian              0.0              0.0
 
Upward reactions are positive.
Live Load reactions are per lane with no distribution factor and no impact.
Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).
Non-composite load types are per beam.
Composite and Pedestrian load types are per total bridge width.

 
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 5, FATIGUE I
Shears: kips, Moments: kft
 
                Bearing   Trans     H/2   0.10L   0.20L   0.30L   0.40L Midspan
Location,   ft     0.00    2.50    2.59   10.10   20.70   31.30   41.90   52.50
Self wt.  : M       0.0    85.2    88.4   318.8   580.5   767.4   879.5   916.9
(Max)       V      34.9    33.3    33.2    28.2    21.2    14.1     7.1     0.0
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0    16.7    17.3    62.3   113.5   150.0   171.9   179.3
DC(Max)     V       6.8     6.5     6.5     5.5     4.1     2.8     1.4     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Max)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
Deck +    : M       0.0    86.2    89.3   322.3   586.7   775.6   889.0   926.7
Haunch (Max)V      35.3    33.6    33.6    28.5    21.4    14.3     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     0.2     0.2     0.7     1.5     2.2     3.0     3.8
(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    37.9    39.3   141.9   258.3   341.4   391.3   407.9
DC(Max)     V      15.5    14.8    14.8    12.6     9.4     6.3     3.1     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    16.9    17.5    63.3   115.2   152.2   174.5   181.9
DW(Max)     V       6.9     6.6     6.6     5.6     4.2     2.8     1.4     0.0
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+      0.0   185.1   191.8   680.6  1202.9  1564.5  1752.7  1744.4
            V      97.1    94.2    94.1    85.4    73.6    56.0    44.3    32.5
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    97.1    94.2    94.1    85.4    73.6    61.9    50.1    38.4
            M       0.0   185.1   191.8   680.6  1202.9  1528.5  1657.5  1589.8
Total     : M+      0.0   428.2   443.8  1589.9  2858.5  3753.4  4261.9  4360.8
            V     196.7   189.1   188.8   165.8   134.0    96.3    64.4    32.6
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   196.7   189.1   188.8   165.8   134.0   102.1    70.3    38.4
            M       0.0   428.2   443.8  1589.9  2858.5  3717.4  4166.7  4206.3
 
                  0.60L   0.70L   0.80L   0.90L     H/2   Trans Bearing
Location,   ft    63.10   73.70   84.30   94.90  102.41  102.50  105.00
Self wt.  : M     879.5   767.4   580.5   318.8    88.4    85.2     0.0
(Max)       V       7.1    14.1    21.2    28.2    33.2    33.3    34.9
Self wt.  : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
(Min)       V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Prec.  : M     171.9   150.0   113.5    62.3    17.3    16.7     0.0
DC(Max)     V       1.4     2.8     4.1     5.5     6.5     6.5     6.8
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     889.0   775.6   586.7   322.3    89.3    86.2     0.0
Haunch (Max)V       7.1    14.3    21.4    28.5    33.6    33.6    35.3
Deck +    : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Haunch (Min)V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
Diaphragm : M       3.0     2.2     1.5     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     391.3   341.4   258.3   141.9    39.3    37.9     0.0
DC(Max)     V       3.1     6.3     9.4    12.6    14.8    14.8    15.5
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DC(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DL-Comp   : M     174.5   152.2   115.2    63.3    17.5    16.9     0.0
DW(Max)     V       1.4     2.8     4.2     5.6     6.6     6.6     6.9
DL-Comp   : M       0.0     0.0     0.0     0.0     0.0     0.0     0.0
DW(Min)     V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : M+   1752.7  1564.5  1202.9   680.6   191.8   185.1     0.0
            V      44.3    56.0    73.6    85.4    94.1    94.2    97.1
LL + I    : M-      0.0     0.0     0.0     0.0     0.0     0.0     0.0
            V       0.0     0.0     0.0     0.0     0.0     0.0     0.0
LL + I    : Vmx    50.1    61.9    73.6    85.4    94.1    94.2    97.1
            M    1657.5  1528.5  1202.9   680.6   191.8   185.1     0.0
Total     : M+   4261.9  3753.4  2858.5  1589.9   443.8   428.2     0.0
            V      64.4    96.3   134.0   165.8   188.8   189.1   196.7
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    70.3   102.1   134.0   165.8   188.8   189.1   196.7
            M    4166.7  3717.4  2858.5  1589.9   443.8   428.2     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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 


 
 
SERVICE I
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
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   0.021   0.021   0.077   0.140   0.184   0.210   0.219 
Precast-top   -0.007   0.217   0.226   0.896   1.590   1.991   2.102   2.245 
Bottom         0.560   2.932   2.924   2.312   1.679   1.306   1.186   1.064 
 

 
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   10.60   21.20   31.80   42.40   53.00
 
Beam-Self
Precast-top    0.170   0.554   0.979   1.277   1.448   1.509 
Bottom        -0.133  -0.433  -0.760  -0.983  -1.106  -1.152 
 
Prestress
Precast-top   -0.132  -0.391  -0.746  -1.094  -1.433  -1.433 
Bottom         3.719   3.912   4.173   4.423   4.664   4.664 
 
Total
Precast-top    0.038   0.163   0.234   0.184   0.016   0.076 
Bottom         3.586   3.479   3.413   3.441   3.558   3.512 
 
As_top  , in2  0.000   0.000   0.000   0.000   0.000   0.000 
Ast_prvd, in2  0.400   0.400   0.400   0.200   1.500   1.500 


 
 
SERVICE III
 
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 13.36 %)
             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   10.10   20.70   31.30   41.90   52.50
 
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   10.10   20.70   31.30   41.90   52.50
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   0.080   0.083   0.294   0.520   0.675   0.755   0.756 
Precast-top   -0.004   0.176   0.184   0.698   1.235   1.566   1.688   1.756 
Bottom         0.280   1.311   1.301   0.590  -0.154  -0.627  -0.829  -0.883 
 

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
    297.8    7.0   57.6    0.614   3.2   6.00e-3 50.0    297.4     1.238    5.493      0.00
      0.0    0.7   57.3     31.5 0.109      30.3 0.87    24.00     0.121    2.282 
Transfer:   3.00
    286.2    7.0   57.6    3.685  19.3  -0.06e-3 28.8    130.3     0.258    1.360      0.00
    632.5    4.3   55.5    189.0 0.103     168.4 5.01    24.00     0.121    2.352 
Critical:   5.10
    276.3    7.0   57.6    4.160  19.3  -0.09e-3 28.7    115.1     0.228    1.020      0.00
   1111.0    4.8   55.2    189.0 0.099     172.6 5.16    24.00     0.121    2.303 
0.1L    :  10.60
    250.9    7.0   57.6    5.384  19.3  -0.09e-3 28.7     89.2     0.179    0.331      0.00
   2339.2    6.2   54.6    189.0 0.091     170.3 5.15    24.00     0.121    1.272 
0.2L    :  21.20
    203.7    7.0   53.6    6.944  19.3  -0.04e-3 28.8     55.6     0.122    0.300      0.00
   4176.1    6.5   50.3    189.0 0.078     151.4 4.96    24.00     0.121    1.360 
0.3L    :  31.80
    157.5    7.0   55.7    6.944  19.3   0.32e-3 30.1     32.4     0.121    0.300      0.00
   5403.5    6.5   52.4    189.0 0.057     123.3 3.88    24.00     0.121    1.590 
0.4L    :  42.40
    112.2    7.0   57.7    6.944   0.0   0.66e-3 31.3     18.6     0.121    0.300      0.00
   6045.3    6.5   54.5    189.0 0.044     106.1 3.21    24.00     0.121    1.929 
0.5L    :  53.00
     67.9    7.0   57.7    6.944   0.0   0.53e-3 30.8      0.0     0.121    0.300      0.00
   6125.5    6.5   54.5    189.0 0.026     113.8 3.44    24.00     0.121    3.323 
0.6L    :  63.60
    112.2    7.0   57.7    6.944   0.0   0.66e-3 31.3     18.6     0.121    0.300      0.00
   6045.3    6.5   54.5    189.0 0.044     106.1 3.21    24.00     0.121    1.929 
0.7L    :  74.20
    157.5    7.0   55.7    6.944  19.3   0.32e-3 30.1     32.4     0.121    0.300      0.00
   5403.5    6.5   52.4    189.0 0.057     123.3 3.88    24.00     0.121    1.590 
0.8L    :  84.80
    203.7    7.0   53.6    6.944  19.3  -0.04e-3 28.8     55.6     0.122    0.300      0.00
   4176.1    6.5   50.3    189.0 0.078     151.4 4.96    24.00     0.121    1.360 
0.9L    :  95.40
    250.9    7.0   57.6    5.384  19.3  -0.09e-3 28.7     89.2     0.179    0.331      0.00
   2339.2    6.2   54.6    189.0 0.091     170.3 5.15    24.00     0.121    1.272 
Critical: 100.90
    276.3    7.0   57.6    4.160  19.3  -0.09e-3 28.7    115.1     0.228    1.020      0.00
   1111.0    4.8   55.2    189.0 0.099     172.6 5.16    24.00     0.121    2.303 
Transfer: 103.00
    286.2    7.0   57.6    3.685  19.3  -0.06e-3 28.8    130.3     0.258    1.360      0.00
    632.5    4.3   55.5    189.0 0.103     168.4 5.01    24.00     0.121    2.352 
Bearing : 105.50
    297.8    7.0   57.6    0.614   3.2   6.00e-3 50.0    297.4     1.238    5.493      0.00
      0.0    0.7   57.3     31.5 0.109      30.3 0.87    24.00     0.121    2.282 
 

ANCHORAGE ZONE REINFORCEMENT (Art. 5.9.4.4)
Span : 1, Beam : 5
Fpi,       kips = 1361.16
fs,         ksi =   20.00
h/4,         in =   13.50
Abrst_rqrd, in2 =    2.72
 
 
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
    297.8      5.78     57.63    0.73       57.27    24.00      0.160      1.526      0.260      0.533 
Transfer:      2.50
    286.2      5.73     57.63    4.27       55.50    24.00      0.160      1.510      0.250      0.533 
Critical:      4.60
    276.4      5.56     57.63    4.80       55.24    24.00      0.160      1.453      0.216      0.400 
0.1L    :     10.10
    250.9      5.11     57.63    6.16       54.55    24.00      0.160      1.303      0.126      0.331 
0.2L    :     20.70
    203.7      4.49     53.58    6.46       50.35    24.00      0.160      1.098      0.003      0.300 
0.3L    :     31.30
    157.5      3.34     55.66    6.47       52.43    24.00      0.160      0.712      0.000      0.300 
0.4L    :     41.90
    112.2      2.29     57.75    6.48       54.51    24.00      0.160      0.362      0.000      0.300 
0.5L    :     52.50
     67.9      1.38     57.75    6.48       54.51    24.00      0.160      0.061      0.000      0.300 
0.6L    :     63.10
    112.2      2.29     57.75    6.48       54.51    24.00      0.160      0.362      0.000      0.300 
0.7L    :     73.70
    157.5      3.34     55.66    6.47       52.43    24.00      0.160      0.712      0.000      0.300 
0.8L    :     84.30
    203.7      4.49     53.58    6.46       50.35    24.00      0.160      1.098      0.003      0.300 
0.9L    :     94.90
    250.9      5.11     57.63    6.16       54.55    24.00      0.160      1.303      0.126      0.331 
Critical:    100.40
    276.4      5.56     57.63    4.80       55.24    24.00      0.160      1.453      0.216      0.400 
Transfer:    102.50
    286.2      5.73     57.63    4.27       55.50    24.00      0.160      1.510      0.250      0.533 
Bearing :    105.00
    297.8      5.78     57.63    0.73       57.27    24.00      0.160      1.526      0.260      0.533 
 

CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 5; Units: in )
 
               :     Release  Mult   Erection  Mult      Final
At 0.1 x L = 10.10 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
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          :       0.945            1.673            1.968
 
At 0.2 x L = 20.70 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
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          :       1.658            2.932            3.440
 
At 0.3 x L = 31.30 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
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          :       2.150            3.799            4.449
 
At 0.4 x L = 41.90 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
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          :       2.422            4.278            5.004
 
At 0.5 x L = 52.50 ft
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
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          :       2.528            4.465            5.221
 
At 0.6 x L = 63.10 ft
Prestress      :       4.043  1.80      7.278  2.20      8.896
Self Wt.       :      -1.621  1.85     -3.000  2.40     -3.892
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          :       2.422            4.278            5.004
 
At 0.7 x L = 73.70 ft
Prestress      :       3.549  1.80      6.389  2.20      7.809
Self Wt.       :      -1.400  1.85     -2.590  2.40     -3.360
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          :       2.150            3.799            4.449
 
At 0.8 x L = 84.30 ft
Prestress      :       2.690  1.80      4.843  2.20      5.919
Self Wt.       :      -1.033  1.85     -1.911  2.40     -2.479
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          :       1.658            2.932            3.440
 
At 0.9 x L = 94.90 ft
Prestress      :       1.495  1.80      2.692  2.20      3.290
Self Wt.       :      -0.551  1.85     -1.019  2.40     -1.322
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          :       0.945            1.673            1.968
 

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
   636.7    50.0  4.535  262.4    5.0   4.27   4746.6  0.033T 1.00       -       -     -     -  
H/2     :   2.59
   660.0    50.0  4.561  262.4    5.0   4.29   4773.6  0.033T 1.00       -       -     -     -  
0.1L    :  10.10
  2374.9    51.5  6.627  259.4    7.3   6.16   6933.5  0.022T 1.00       -       -     -     -  
0.2L    :  20.70
  4303.0    53.6  6.944  259.3    7.6   6.46   7554.3  0.021T 1.00    583.5   583.5   12.95    -  
0.3L    :  31.30
  5653.2    55.7  6.944  259.7    7.6   6.47   7878.3  0.021T 1.00    387.2   387.2   20.35    -  
0.4L    :  41.90
  6459.4    57.7  6.944  260.0    7.6   6.48   8202.4  0.021T 1.00    286.8   286.8   28.60    -  
0.5L    :  52.50
  6703.0    57.7  6.944  260.0    7.6   6.48   8202.4  0.021T 1.00    243.6   243.6   33.68    -  
0.6L    :  63.10
  6459.4    57.7  6.944  260.0    7.6   6.48   8202.4  0.021T 1.00    286.8   286.8   28.60    -  
0.7L    :  73.70
  5653.2    55.7  6.944  259.7    7.6   6.47   7878.3  0.021T 1.00    387.2   387.2   20.35    -  
0.8L    :  84.30
  4303.0    53.6  6.944  259.3    7.6   6.46   7554.3  0.021T 1.00    583.5   583.5   12.95    -  
0.9L    :  94.90
  2374.9    51.5  6.627  259.4    7.3   6.16   6933.5  0.022T 1.00       -       -     -     -  
H/2     : 102.41
   660.0    50.0  4.561  262.4    5.0   4.29   4773.6  0.033T 1.00       -       -     -     -  
Transfer: 102.50
   636.7    50.0  4.535  262.4    5.0   4.27   4746.6  0.033T 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 1-16; Units: ksi )
 
Grp Str    Ys,in       3.00ft

  1   2 E   2.00 Ft     0.042
        M   2.00 Fb     0.193
 
  2   2 E  50.50 Ft     0.444
        M   6.00 Fb     0.103
 
  3   2 E  48.50 Ft     0.824
        M   4.00 Fb     0.031
 
  4   2 E  46.50 Ft     1.180
        M   2.00 Fb    -0.023
 
  5   2 E   8.00 Ft     1.122
        M   8.00 Fb     0.248
 
  6   2 E   8.00 Ft     1.064
        M   8.00 Fb     0.520
 
  7   2 E   6.00 Ft     0.982
        M   6.00 Fb     0.810
 
  8   2 E   6.00 Ft     0.901
        M   6.00 Fb     1.100
 
  9   2 E   6.00 Ft     0.819
        M   6.00 Fb     1.390
 
 10   2 E   6.00 Ft     0.738
        M   6.00 Fb     1.680
 
 11   2 E   4.00 Ft     0.633
        M   4.00 Fb     1.989
 
 12   2 E   4.00 Ft     0.528
        M   4.00 Fb     2.297
 
 13   2 E   4.00 Ft     0.423
        M   4.00 Fb     2.605
 
 14   2 E   2.00 Ft     0.295
        M   2.00 Fb     2.932
 
 15   2 E   2.00 Ft     0.166
        M   2.00 Fb     3.259
 
 16   2 E   2.00 Ft     0.038
        M   2.00 Fb     3.586
 
 

DESIGN SUMMARY
--------------
Span:  1,   Beam:  5,   Exterior beam
Beam type: I-Girder       , IA-Std-D       
Precast Length, ft: 106.00            Release Length, ft: 106.00
Strand Pattern: Straight/Draped       Depr. Point: 0.40 L
Strand: 0.6''-LL-270-72.6       
Strand Es, ksi:    28500.0            No. of strands:  32
No. of strands, Draped:   6           No. of strands, Straight:  26
Concrete Strength, f'ci:   6.0  ksi        f'c:   7.5 ksi  f'ct   4.0 ksi
Initial losses:  8.60 %               Final losses: 14.68 %
 
Specification
-------------                            Allowable   Computed   Location    Status
Release Stresses (ksi) (Art. 5.9.2.3)
      Precast Bot (compression)             3.900       3.586     Trans       OK
      Precast Top w/ no reinf. (tension)   -0.200       0.016   0.4L/0.6L
      Precast Top w/ reinf. (tension)      -0.590           
Strength I (Art. 3.4.1, 5.6.3.1)       Provided     Required   Location   Status
      Ult. Moment (k.ft)                  8202.37     6703.00     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   0.219     Midspan
    Pre.Top:   4.500  -0.000     Bearing    3.380   2.245     Midspan
    Pre.Bot:   4.500  -0.000     Bearing    3.380   2.932    Transfer
  Service III Limit State - Tensile Stresses Only
    Top.Top:  -0.380  -0.000     Bearing
    Pre.Top:  -0.520  -0.000     Bearing
    Pre.Bot:  -0.520  -0.000     Bearing
  Fatigue I Limit State - Compressive Stresses Only
    Pre.Top:                                                             3.000   1.756     Midspan
    Pre.Bot:                                                             3.000   1.311    Transfer
 
CAMBER / DEFLECTION: (PCI Design Handbook - 7th Ed.- Table 5.8.2)
0.5 x L =  52.50 ft
               :     Release  Mult   Erection  Mult      Final
Prestress      :       4.231  1.80      7.615  2.20      9.307
Self Wt.       :      -1.703  1.85     -3.150  2.40     -4.086
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          :       2.528            4.465            5.221
 
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

